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Home My WebLink AboutBradley Lake Final Supporting Design Report Vol 7 1988Alaska Power Authority FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUME 7 CALCULATIONS Prepared By STONE & WEBSTER ENGINEERING CORPORATION MARCH 1988 TABLE OF CONTENTS TABLE OF CONTENTS FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 1 -REPORT VOLUME 2 -DESIGN CRITERIA VOLUME 3 -DAM AND SPILLWAY STABILITY ANALYSIS VOLUME 4 -CALCULATIONS VOLUME 5 -CALCULATIONS VOLUME 6 -CALCULATIONS VOLUME 7 -CALCULATIONS VOLUME 8 -CALCULATIONS VOLUME 9 -CALCULATIONS 0216R-4460R/CG 1 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN. REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 1 REPORT 1.0 INTRODUCTION 2.0 DESIGN AND GENERAL TECHNICAL DATA 2.1 DESIGN 2.2 DESIGN LOADS 2.3 STABILITY CRITERIA 2.4 MATERIAL PROPERTIES 2.5 GENERAL TECHNICAL DATA 3.0 SUITABILITY ASSESSMENT 3.1 SPECIFIC ASSESSMENTS 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 CHRONOLOGY OF INVESTIGATIONS 4.2 BORING LOGS, GEOLOGICAL REPORTS AND LABORATORY TEST RESULTS 5.0 BORROW AREAS AND QUARRY SITES 5.1 BORROW AND QUARRY AREAS 5. 2 OTHER MATERIAL SOURCES 6.0 STABILITY AND STRESS ANALYSIS 6.1 GENERAL 6.2 DIVERSION TUNNEL INCLUDING INTAKE STRUCTURE 6.3 MAIN DAM 6.4 SPILLWAY 6.5 POWER TUNNEL AND. PENSTOCKS 6.6 POWERHOUSE/SUBSTATION EXCAVATION, COFFERDAM AND TAILRACE CHANNEL 6.7 POWERHOUSE 6 • 8 REFERENCES . 7.0 BASIS FOR SEISMIC LOADING 7.1 GENERAL 7.2 SEISMOTECTONIC SETTING 7.3 SEISMIC DESIGN 0216R-4460R/CG ii TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 1 REPORT 8.0 SPILLWAY DESIGN FLOOD BASIS 8.1 STUDY METHODOLOGY · 8:2 WATERSHED MODEL CALIBRATION 8.3 PROBABLE MAXIMUM FLOOD 8.4 SPILLWAY DESIGN FLOOD 8.5 · MODEL TEST 9.0 BOARD OF CONSULTANTS 9.1 INDEPENDENT BOARD OF CONSULTANTS 9.2 FERC BOARD OF CONSULTANTS APPENDIX A Plates Exhibit F 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 19 20 Figures F.6.2-5 F.6.2-:-6 DRAWINGS Title General Plan General Arrangement -Dam, Spillway and Flow Structures Concrete Faced Rockfill Dam -Sections and Details Spillway -Plan, Elevations and Sections Power Conduit Profile and Details Intake Channel and Power Tunnel Gate Shaft -Sections and Details Civil Construction Excavation at Powerhouse -Plan Civil Construction Excavation at Powerhouse Elevations 90 MW Pelton Powerhouse Construction Diversion -Sections and Details Main Dam Diversion -Channel Improvements General Arrangement -Permanent Camp and Powerhouse Barge Dock Powerhouse Substation and Bradley Junction Main One Line Diagram Martin River Borrow Area Waterfowl Nesting Area Powerhouse Access Roads Mean Horizontal Response Spectrum .· Design Accelerogram 0216R-4460R/CG iii TABLE OF CONTENTS (Continued) · FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 1 REPORT APPENDIX 8 ATTACHMENTS 8.1 Construction Schedule Contract Dates 8.2 Meetings of the Independent Board of Consultants 8.3 Meeting No. 1 Meeting No. 2 Meeting No. 3 Meeting No. 4 Meeting No. 5 Meeting No. 6 Meeting No. 7 Meeting No. 8 Meeting No. 9 Meeting No. 10 Meetings of the Meeting No. 1 Meeting No. 2 May 12 artd 13, 1983 July 11 to 15, 1983 September 25 to 27, 1984 November 4 and 5, 1985 with response of November 25, 1985 January 28, 1986 May 6 to 8, 1986 with response dated May 21, 1986 August 12 to 14, 1986 with response dated October 20, 1986 December 8 to 10, 1986 Site Visit by Mr. A. Merritt on December 11, 1986 May 5 to 7, .1987 December 17 and 18, 1987 FERC Board of Consultants March 6 and 7, 1986 May 28 and 29, 1986 with response dated July 11, 1986 Hydraulic Model Test of Spillway July 9, 1986 Meeting No.' 3 August 18 to 20, 1986 with response dated October 28, 1986 Meeting No. 4 Meeting No. 5 Meeting No. 6 Hydraulic Model Test Spillway and Diversion Tunnel August 29 and September 25, 1986 January 27, 1987 with response dated January 29, 1987 May 26 to 28, 1987 with .response December 7 and 8, 1987 with response 0216R-4460R/CG .lV TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 2 DESIGN CRITERIA 1.0 Civil Design Criteria 2.0 Geotechnical Design Criteria 3.0 Structural Design Criteria Part A General Design Criteria Part B Special Requirements for Major Structures Section 1. Section 2. Section 3. Section. 4. Section 5. Section 7. Main Dam Diversion Main Dam Spillway Power Tunnel Lining, Intake and Gate Shaft Steel Liner and Penstock Tailrace 4.0 Hydraulic Design Criteria 1. Main Dam Diversion 2. · Tailrace 3. Hydraulic Turbines, Governors and Spherical Valves 4. Spillway 5. Power Intake, Tunnel and Penstock 5~0 Architectural Design Criteria 0216R-4460/CG v TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT \,,......__ GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS DAM STABILITY REPORT Section Section Title 1.0 INTRODUCTION 1.1 PURPOSE 1.2 SCOPE 1.3 DAM SAFETY CRITERIA 2.0 DESCRIPTION OF PROJECT FEATURES 2.1 GENERAL 2.2 MAIN DAM 2.3 UPSTREAM COFFERDAM 3.0 DESIGN EARTHQUAKE REGIME 3.1 SEISMOTECTONIC SETTING 3.2 DESIGN RESPONSE SPECTRA 3.3 ACCELEROGRAM DEVELOPMENT 4.0 ALTERNATIVE METHODS OF ANALYSIS 4.1 GENERAL STABILITY CRITERIA 4.2 PSEUDOSTATIC METHOD 4.3 SARMA/NEWMARK METHOD 4.4 FINITE ELEMENT METHOD 4.5 SELECTION OF SARMA METHOD 5.0 SARMA ANALYSIS METHODOLOGY 5.1 MATERIALS PROPERTIES AND EARTHQUAKE SELECTION 5.2 LEASE II ANALYSIS 5.2.1 Static Analysis 5.2.2 Critical Circles and Accelerations 5.3. . SARMA ANALYSIS 5.3.1 Data Requirements 5.3.2 Processing 5.3.3 Analytical Output 5.3.4 Significance of Results 6.0 BRADLEY LAKE EMBANKMENT ANALYSES 6.1 EARTHQUAKE RECORDS 6.2 INPUT PARAMETERS 6.3 DESIGN CASES 6.4 LEASE II ANALYSES 6.5 SARMA ANALYSES 6.6 INTERPRETATION OF RESULTS 0216R-4460R/CG vi TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS Section Section Title 7.0 8.0 6.7 6.7.1 6.7.2 6.7.3 6.7.4 6.7.5 6.7.6 6.7.7 6.7.8 6.8 7.1 7.2 7.3 7.4 SPECIAL. STUDIES Megathrust (a = .55g) DBE (ah = .375g) Influence of Downstream Berm .Failed Concrete Face Varying Embankment Height Planar Slip Surfaces La Union Accelerogram Parametric Analyses COFFERDAM . CONCLUSION CRITICAL CASES SUMMARY OF CRITICAL FAILURE SURFACES PREDICTED DISPLACEMENTS RESPONSE TO VARIOUS EVENTS BIBLIOGRAPHY LIST OF FIGURES Figure Title 1 Project Location Map 2 Main Dam Area -General Arrangment 3 Main Dam Sections 4 (Not Used) 5 MCE Response Spectra -Mean and Chosen 6 Rockfill Friction Angles 7 Intermediate av/ah Ratio 8 Seiected Sliding Surfaces -Main Dam 9 Critical Acceleration Plots 10 Permanent Deformation Plots 11 MCE Response/Displacement Plots 12 Megathrust Response/Displacement Plots 13 DBE Response/Displacement Plots 14 Flow Through Dam Without Face 15 Dam Height vs. Accel'eration and Displacement 16 Wedge Stability: Sloped Sliding Planes 17 Wedge Stability: Horizontal Sliding Planes 18 La Union Response/Displacement Plots 19 'Response Spectrum -La Union E-W Record 20 Response Spectrum -Taft Record 21 Arias Intensity 22 Taft Response/Displacement Plot 0216R-4460R/CG vii TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS SPILLWAY STABILITY REPORT Section Section Title 1.0 ~NTRODUCTION 1.1 PURPOSE 1.2 SCOPE 1.3 SPILLWAY SAFETY CRITERIA 2.0 DESCRIPTION OF PROJECT FEATURES 2.1 GENERAL 2.2 OGEE SECTION 2.3 NON-OVERFLOW SECTIONS 2.4 GEOLOGIC CONDITIONS 3.0 .DESIGN EARTHQUAKE REGIME 3.1 SEISMOTECTONIC SETTING 3.2 DESIGN RESPONSE SPECTRA 3.3 ACCELEROGRAM DEVELOPMENT 4.0 STABILITY CRITERIA 4.1 GENERAL 4.2 LOADS 4.2.1 Deadweight 4.2.2 Ice 4.2.3 Hydrostatic 4.2.4 Earthquake 4.2.5 Wind 4.2.6 Uplift 4.2.7 Temperature 4.3 LOADING CONDI~IONS 4.4 ACCEPTANCE CRITERIA 4.4.1 Stability Requirements 4.4.2 Minimum Allowable Stress 4.4.3 Shear-Friction Factor of Safety 5.0 METHODS OF ANALYSIS 5.1 STATIC METHOD 5.2 FINITE ELEMENT METHOD 5.3 SARMA METHOD 6.0 STATIC ANALYSIS 6.1 STABILITY ANALYSIS 6.2 RESULTS 7.0 FINITE ELEMENT ANALYSIS 7.1 STRESS ANALYSIS 7.2 RESULTS 0216R-4460R/CG Vlll TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS Section Section Title 8.0 8.1 8.2 9.0 9.1 9.2 SARMA ANALYSIS STABILITY ANALYSIS RESULTS CONCLUSIONS CRITICAL CASES SUMMARY OF STABILITY CONDITIONS 10.0 BIBLIOGRAPHY Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LIST OF FIGURES Title Project Layout Map General Arrangement -Main Dam Area General Arrangement -Spillway · Project Response Spectra Hybrid Accelerogram Static Spillway Model Case I -Static Analysis-Base El 1124 Case II -Static Analysis-Base El 1124 Case IV -Static Analysis-Base El 1124 Finite Element Model -Base El 1160 Finite Element Model -Base El 1150 Finite Element Model -Base El 1124 Finite Element Analysis: Case III -Max. Tensile Stresses -Base El 1160 Finite Element Analysis: Case III -Max. Compressive Stresses -Base El 1160 Finite Element Analysis: Case V -Max. Tensile Stresses - Base El 1160 Finite Element Analysis: Case V . -Max. Compressive Stresses -Base El 1160 Finite Element Analysis: Case III -Max. Tensile Stresses -Base El 1150 18 Finite Element Analysis:· Case III -Max. Compressive Stresses -Base El 1150 19 Finite Element Analysis: Case V .:.. Max. Tensile Stresses - Base El 1150 20 Finite Element Analysis: . Case V -Max. Compressive Stresses -Base El 1150 21 Finite Element Analysis: Case III -Max. Tensile Stresses -Base El 1124 0216R-4460R/CG ix Figure 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0216R-4460R/CG . TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 -DAM AND SPILLWAY STABILITY ANALYSIS LIST OF FIGURES Title Finite Element Analysis: Case III -Max. Compressive Stresses -Base El 1124 ·Finite Element Analysis: Case V -Max. Tensile Stresses - Base El 1124 Finite Element Analysis: Case V Max. Compressive Stresses -Base El 1124 SARMA Analysis Model, Ogee Sections-Sheet 1 SARMA Analysis Model, Ogee Sections -Sheet 2 SARMA Analysis Model, Non-Overflow Sections SARMA Analysis: Base El 1160 -Ogee SARMA Analysis: Base El 1150 -Ogee SARMA Analysis: Base El 1130 -Ogee SARMA Analysis: Base El 1124 -Ogee SARMA Analysis: Base El 1160 -Left Abutment SARMA Analysis: Base El 1124 -Right Abutment Spillway Stability Analysis Summary-Sheet 1 Spillway Stability Analysis Summary -Sheet 2 Spillway Stability Analysis Summary-Sheet 3 X HYDRAULIC TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 4 CALCULATIONS Calculation Title No. SPILLWAY CREST SHAPE H-027 ·FLOOD ROUTING -P.M.F. THROUGH SPILLWAY H-028 FLOOD ROUTING -FLOOD OF RECORD THROUGH H-033 BRADLEY LAKE & DIVERSION TUNNEL DESIGN THRUSTS -POWER PENSTOCK NEAR H-036 MANIFOLD SIMPLIFIED DAM BREAK ANALYSES AND WATER H-046 SURFACES PROFILES WAVE RUNUP AND FORCE ON DAM PARAPET H-048 TAILRACE CHANNEL SLOPE PROTECTION H-050 PROTECTION AGAINST WAVES FOR THE H-066 UPSTREAM COFFERDAM & POWER TUNNEL INTAKE ROCK PLUG ICE FORCE ON DAM PARAPET H-068 INVESTIGATION OF NEED FOR AERATION OF SPILLWAY FLOW H-077 RIPRAP DESIGN H-079 FILLING BRADLEY LAKE RESERVOIR H-081 0216R-4460R/CG xi TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 5 CALCULATIONS GEOTECHNICAL Calculation Title No. ROCK STRESS IN CIRCULAR TUNNEL LININGS G(Ak)-04 AND SELECTION OF EXTERNAL WATER PRESSURE CRITERIA GROUND WATER SEEPAGE LOADS ON DIVERSION TUNNEL LINER G(Ak)-08 VERIFICATION OF INTAKE GEOMETRY FOR THE POWER AND DIVERSION INTAKES AT THE BRADLEY LAKE RESERVOIR G(Ak)-10 EXTERNAL ROCK & GROUND WATER LOADS ON POWER INTAKE AND GATE SHAFT STRUCTURES G(Ak)-22 FINAL STABILITY ANALYSIS: BRADLEY LAKE G(D)-24 MAIN DAM PENSTOCK -MANIFOLD THRUST BLOCK EMBEDMENT LENGTH AND STABILITY ANALYSIS G(Ak)-29 ROCK MODULI FOR POWER TUNNEL TRANSIENT STUDY G(Ak)-31 DESIGN OF ROCK SUPPORT FOR THE MAIN POWER INTAKE STRUCTURE G(Ak)-35 PLINTH AND TOE SLAB GEOMETRY -MAIN DAM G(D)-38 0216R-4460R/CG Xll TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 6 CALCULATIONS GEOTECHNICAL Calculation Title No. GROUNDWATER INFLOW & LEAKAGE INTO POWER TUNNEL G(Ak)-41 EVALUATION OF SHEAR STRENGTH OF ROCK MASSES AT THE BRADLEY LAKE SITE G(Ak)-47 EVALUATION OF EXTERNAL LOADS ON POWER TUNNEL LINER G(Ak)-48 VERIFICATION OF CONFINEMENT TO PREVENT HYDRAULIC JACKING OF THE POWER TUNNEL G(Ak)-49 TAILRACE SLOPE STABILITY & PROTECTION G(A)-50 DESIGN OF ROCK BOLTS FOR DIVERSION G(A)-58 TUNNEL & GATE SHAFTS DAM TOE PLINTH LOADS G(A)-60 POWER TUNNEL INTAKE EXCAVATION DESIGN MANIFOLD & PENSTOCK TijRUSTBLOCK STABILITY CONSIDERING SHEAR ZONE FEATURE POWERHOUSE CELLULAR SHEETPILE COFFERDAM STABILITY·ANALYSIS EVALUATION OF CONCRETE LINER REQUIREMENTS FOR THE MAIN POWER TUNNEL MAIN DAM FACE SLAB DESIGN SPILLWAY: SARMA DISPLACEMENT ANALYSIS SPILLWAY OF THE UPSTREAM COFFERDAM TOE AND ABUTMENT PLINTH DOWEL EMBED. LENGTHS AND QUANTITIES 0216R-4460R/CG xiii G -70 G -86 G(Ak)-89 G(Ak)-90 G(Ak)-93 G -98 G -104 G · -106 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 7 CALCULATIONS STRUCTURAL Title WIND LOADS FOR DESIGN CRITERIA SNOW & ICE LOADS FOR DESIGN CRITERIA SEISMIC DESIGN DATA MAIN DAM DIVERSION TUNNEL LINING AND GATE CHAMBER ANALYSIS POWER TUNNEL INTAKE POWER TUNNEL GATE CHAMBER AND LINING DESIGN AND ANALYSIS GATEHOUSE CONCRETE STRUCTURE 0216R-4460R/CG XlV Calculation No. SDC.1 SDC.2 SDC.3 SC-133-3 SC-151-16 SC-152-21 SC-152-32 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 8 CALCULATIONS STRUCTURAL Title DAM PARAPET MAIN DAM TOE PLINTH DESIGN SEGMENTS A, B, C, D ABUTMENT DESIGN SPILLWAY STABILITY ANALYSIS - STATIC ANALYSIS FINITE ELEMENT ANALYSIS OF SPILLWAY FOR SEISMIC LOAD COMBINED WITH DEAD WEIGHT, ICE THRUST, AND WATER LOADS SPILLWAY TRAINING WALLS 0216R-4460R/CG XV Calculation No. SC-191-26 SC-191-27 SC-191-29 SC-201-BA SC-201-34 SC-205-23 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 9 CALCULATIONS STRUCTURAL Calculation Title No. PENSTOCK AND MANIFOLD ANCHOR BLOCKS SC-261-25 MAIN DIVERSION & MAIN INTAKE BULKHEADS SS-132-2 MAIN DAM DIVERSION PENSTOCK DESIGN SS-134-12 POWER TUNNEL INTAKE TRASH RACKS SS-153-10 POWER PENSTOCK THRUST RINGS AND MISC. COMPONENTS SS-261-16A REQUIRED THICKNESS OF STEEL LINER UNDER INTERNAL AND EXTERNAL PRESSURE SS-261-17A STRESS ANALYSIS OF FLANGE WITH 108" INSIDE DIAMETER SS-261-17B LOCAL STRESSES DUE TO GEOMETRY DISCONTINUITY AT REDUCERS AND MITERED ELBOWS SS-261-17C REQUIRED THICKNESS OF ELLIPSOIDAL HEADS FOR PENSTOCK SS-261-17D STRESS ANALYSIS OF POWER PENSTOCK WYE BRANCH SS-261-17F PENSTOCK ACCESS FLANGE BOLTS SS-261-18 0216R-4460R/CG xvi STRUCTURAL CALCULATIONS -· ., ( I I '----- .. STONE e:. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE 4 5010 64 CFRONTl CLIENT S. PROJECT I/P4 -BRRtJLcy' L.llKE lly();20 . CALCULATION TITLE (Indicative of the Objective): #ItA.;() !tJt<JtJS FcJI2 iJE.Sitf?!\1 0-e;Te~I/V J. 0. OR W.O. NO. I.!.J3""0o CALCULATION IDENTIFICATION NUMBER DIVISION f. GROUP s CURRENT CALC. NO. JJ c ... I *A PP ROVA LS -SIGNATURE E. 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'82 EDIT10N ( V d C.) 23-H TABLE NO. 23-H--PRESSURE COEFFICIENTS (Cq) +--"(Jit:J:JEiL df: USE tv . 1JE$1t$-v C4trt!itV4 TA8La S11ruC1UAE OR FIIR1' THEREOF OESCftiP110N C,HCTOR o-~o' Primary fnmes Method I (Normal Foroc Method) /. ~2-r-·-and systems Windward wall 0.8 inward Lccwanl wall I o.s outward . !.5;_{, Lc:cward roof or flat roof s 0.7 outward '2/..8 Windward roof -t/.f Slopc<9:12 f 0.7 outward Slope 9:12 to 12:12 0.4 inward /2.~ Slope>l2:12 0.7 inward .ZIY Wind parallel to ridge ~ 2tP_ I Enclosed SUUcturcS 0.7 outward Open structures 1 1.2outward ~'?..,. Method 2 (Projected ~ Method) On vertical projected area StructureS 40 feet or 1.3 horizontal .fo,f" Jess in height any dim:tion Structures over 40 feet 1.4 horizontal 43.7 in height any direction On horiZontal projected area Enclosed structure 0.7 upward 'ZI·I Open structure 1 J.2upward 3'7.4 Elements and Wall clements J7.i-components All structureS ' 1.2 inward Enclosed structureS 7 1.1 outward 34·3 Open structures 1.6outward ·4"/1~ l"arapcts , 1.3 inward or L.fo, '5' outward Roof clements -Enclosed strucrures J4."3 Slope<9:12 e .. 1.1 outward Slope9:12to 12:12 1.1 outward o.r . 34,3 0.8 inward z~ Slope> 12:12 1.1 outward or 34,3 inward Open SUUcturcS 1 -4-f.'j' Slope<9:12 1.6outward Slope 9:12 to 12:12 I. 6 outward or t;l.~'?' ~ 0.8 inward 2S"" Slopc>l2:12 1.6 outward or "'i'Y, '7 1.1 inward :~.a.~ Local areas at Wall comers ' 2.0 outward ,z.4 discontinuities2 Canopies o.r overhangs at caves S'J.f or rakes lo 2.8 upward Roof ridges at ends of buildings I or caves and roof edges at /I I tf3,(, building comers 3.0 upward Eaves or rakes without overhangs away from building comers and ridges away from ends 12. ~t-9-of building 2.0 upward Oadding connections i Add 0.5 to OUt"--ard or upward C ,1 l"l•r appropriate location f'J-7 ChimnL")'S. tanks Square or rectangular I .-l any direction and solid towers Hexagonal or octagonal 1.1 any direction 1~,3 Round or elliptical O.l! any din.-ction '2S' Opcn-fr.Jmc ~2,4 towers-' • 2.0 any din:ction { 'iigns. flagpoles. lightpolcs. minor 43.7 : structures 1.4 any direction REVISION 0 QA CATEGORY/ CODE CLASS 1//,<; Ss =2 ~ /E')( I'd s C/ ;zt: e 11: IOC. ..r = /,I"JC- Z0-?0' 4o-tf,o' .tJ,;,0-/.00~ /OCJ -I ... Ji:J~ ::J...7 3/-.2.-33.3 31-4 /&,.9 /t:J.f" ~o.t!' ~3-+ 23.7 27.3 21./ '32.1' 23.7 ;l. 7.J 2 tf, I 32.r t.J...r /$",{, /&.~ /&.7 :2.3· 7 2.? . .3 2'1. I .'3'2._1 73."1 2'l3 21. I '3Z.r ~'" ~~-1 ..,...;.9 5~-Z. '11· '1 ,5".7 ..s-4 t,o.f ... -1?.3 $"~,(. 5'8·2. t,s;s '21·7 ';J.?-3 2--;. / 32.,? 'ftJ," f-t;,; ~4-'? .f&,.2 4tJ.,'& 4~-K 4?-9 .5~-Z 37. 2-42-9 ~.S:!' SI·S" ,..,.~ ~Z.4 {A6,.~ 74-.9· LfJ.e; ('"l)#'J r'l t.o,a ' 37·Z 42.9 ./.5,tf S" /..:, .-3 7-z. . 4'2.G) 4.!:.'·? r;,.r 2.7 3/. "2.. .:S~-~ 3-~-v- '37-Z 42-'1 4$",,? .S/·S s-11-~2-4-~~-~ 7~9 .)-?-62-.:?-&:>~-~ 74--~ ::l."7 3/ '2.. 3'3 3 ~ 7·_'1-s-...:,z,"ff' £.,.~.& 7~8 37·2. 42·9 4.5':8 .~/."' ~7-{, 7J' FJ.~ ?3.(.. 'f/l.t,p /~'f.Z 11c..s 15/. jDI•+. /17. IZ 9·1"' 14o.4- r t:, 7·/., 7i tf 3-2 9'3.(, . -1._7,.3 S4.t, j~Z.. 6.S,$' 3'Z .f2,, ~r-1 51·.!" 2"7 '31· z... '33.5 ..:::S7d' ~?~~-7i ?J.Z 1],1., 17.3 S''f,C, sr,z ~J.J CA C L UL ,1.1.0./W.O./CALCULATION NO. I REV~ION I PAGE as010.61 . /..>s-oo/ .>~c./ II CJ,Cj '2.- ATION SHEET ' ·;~~i!'~1~\}f\~:~~.~~~.~~. :;·.~·.) {. . , STONE & WEBSTER ENGINEERIN~ <.;UHI-'OHA liON PREPARER /DATE I REVIEWER/CHECkER /DATE liNDEPENDENT RE.VIEWER/DAT.E jl),/l. ;t4ns&?Ai /tJ-Z9-~r' s.B,.J.l, ~0~-A"-.' '.'2_8,eG - SUB.JECT /TITLE I QA CATEGORY I CODE CLASS I-11/.L/_i> I~A()5 ma £Es/~ll/ MtTl~tUA' " "'· ~ ' tV/A' . '· :. ' \• .J82 EDmON (_ t/6 C. J 23-H gJ:2~ \ TABLE NO. 23-H-PRESSURE COEFFICIENTS ( Cq) EXPt?Jst/,zc e (fJSf) SI'RUCTURE OR ·.·· .. \1~ 'l?t'. ~= 1·/~ MRT 11iEREOf' DESCRIP110N .. Cq IW:10fl 0-2.{)' ~()·</0 ( ~o-~c' ~{)-//)()I /OCJ-ISOJ Primary frames Method I (Nonnal Foroc.Method) ~8-7 31 3s,q 3~. 'Z, ~3 and systems Windward wall ' 0.8 inward l...ccwaJd wall O.Soutward 17·9 /4.¢ :z 2-~-· 2 3.'1 2C,.9 l...ccwaJd roof or flat roof 0.7 outward :Js./ 2. 7· ,2.. 3 /._4_ 33.4 37.7 Windward roof :2s;/ :l ; .. 2-3/.4-33·'9 '2 7. 7 Slope<9:12 0.7outward Slope9:12to 12:12 0.4 inward J4.j· /5,J' J7.&i ;q,/ 21 .. \ Slope>12:12 0.7 inward 2,S",_/ :1.7-Z '31. 9 33.4 37,7 I Win<fparallel to ridge .2.s;/ ~7-2 31.4 33.4-37.7 Enclosed SUUctiiR:S 0.7 outward : Open suuctures 1 1.2outward 43 .. 4~-~ .1" 3. trj ""'· 4 ' t. rf• "' Method 2 (Projected Area Method) i On vertical .projected area "'(,'. 7 -~t;.4 fi·f. ~z.; ~1.'7 Structures 40 feet or t:3 horizontal less in height any direCtion fs:?2.'f .. Structures over 40 feet 1 .. 4 horizoRial .StJ·3 s-4. 3 ~t.-1 7..Ji3 in height · any direction On horizontal projected area ;J.r, I ;).?. 2 31·~ 33.4 '37·7 Enclosed suuctun: 0.7 upward Open suuctun:1 1.2upward . 11,() ~~·h .:s-J., ..J-? .. ~ (.,. .,., ' Elements and Wall elements .;a. o 1"~,(, .rs-1 J-'} .. ~ &,4,t, components All structures · 1.2 inward Enclosed structures 1.1 outward 1q . .s-Zf?,7 4q.¢ .~2-C:::.. s-_q, '2- Open structures 1.6outward _-;-,.~ 0'2.; . 7/.8'_ If' •.. ~ 13 6,. Parapets J.j inward or ,c?G,. 7 S"t:?· ~ S" ,y,lf/-~Z·I 6 "J, 9 outward Roof clements . ' Enclosed structureS ~q._\ -12-7 .fi!f,l/ .s:;.~ . .s-1.2 Slope<9:12 Ll outward Slope 9:12to 12:12 1.1 outward or 3_~.,1-9.2·7 4'7.~ ..S2, (.-Sf.2 0.8 inward 2T•7 '21 Js,~-'3.r.2. 4'3 (. - / Slope>12:12 · I, I outward or '?&7.'t"" ..;f:J., 7 ~9:~ S"'2·CJ 5"J, ;z... I inward I Open StruCtureS I .. .!J-/.~ ~2 ?/,tf . 71,..,!' r~ Slope<9:12 . 1.6 outward Slope9:12to 12:12 1.6 outward or S7·'9-c::;;2. ")/.~ ::u •. s tl "" i 0~8 inward 2t¥-7 ~I 3~, '3K-2 93 I Slope>l2:12 1.6 outward or .~7_._~ """ 2. 7/.,!f' /rd• ~t'"J l.linward 319,,.... ~:J. 7 .Qti¥,0Jf-,.-; 2, '-.< ·q, 2. ' Local an:as at Wall comers 2.0outward 7/·i 77.2-t?'f:t ~..s...,C.. /07,C.,. discontinuitiesl Canopies or overhangs at eaves /oo,s !of, t, /2.J.7 !33.f /5'0.~ or rakes 2.8 upward Roof ridges at ends of buildings ! or eaves and roof edges at I j'07·7 /!~.~~ .. : building comers 3.0 upward !39. -;· /1-3, f' /~/.9-i Eaves or rdkcs without overhang.~ 1 r. - away from building comers and ridges away from c:nds 71-'i' 77,2-~1.% 9.$7~ len.~ of building. 2.0 upward. Cladding. conciec:tions ' Add 0.5 to out,.-ard or upward Cq for appropriale location .;--",3 ,5~ • .3. c,z.!' t:.~-9 7£;3 Chimneys. tanks Square or rectangular .. I A any direction 3'1.r 9..2,7 -~9.4 and solid towers Hexagonal or octagonal 1.1 any direction ,j-2,t, ~-'9·2 Round or elliptical 0011 any direction 2 &", 7 '3/ 3r.. 9 :JR,z. 9-3 Open-frame towers·'~ .2.0 any direction 7/.-tr. 77.-Z· ,t?,s. 9J':~ /cJ/.~ 'iigns. flagpoles. ,. '. lightpolcs. minor .. .s-d,3 j,-~ .. 3 62,s d,~'l 7S:3 : suucturcs . ' I A any direction ( .. CALCULATION SHEET &5010.61 PREPARERIDATE IMZ.#~.sa.J -/tJ-2~-f'.r SUB.JECT I TITLE , Mli/ I) t I)~ a.s .l82 EDITlON 1.16 C 23-H TABLE NQ ~RESSURE COEFFICIENTS (Cq) S1RUCTURE OR MR1' THEREOF IIIESCRIPT10H c. I'M:'11lR tJ-znl Primary frames Mctbod 1 (Normal Faroe Medlod) ~?-7 and systems Windward wall 0.8 inwanl Lccwan~-u O.Soutward //!,t, Lccwanl roof or Oat roof o."ioutwant '2/-~ Windward roof "Z(. Slopc<9:12 0.7outward Slopc9:12to 12:12· 0.4inward ;o~-;9 Slope>l2:12 0.7 inward 2~ Wind parallel to ridge :Z.t. i Enclosed structureS 0.7outward I Open suuctures 1 1.2outward .t/4.~ Method l (Projcc:tcd Area Mcmod) i On vertical projected aru 4"'"" Structures 40 feet or 1.3 horiZontal less in height any direction Structures over 40 feet 1.4 horizontal ..5'J. in. height any direction '. On horizontal projected area 2.~ Enclosed structure 0.7 upward Open structure' 1.2 upward ~-~-~ Elements and Wall clements "''" components All structures 1.2 inward Enclosed structureS 1.1 outward 417.9' ( / Open structures 1.6outward S"'/,.r Parapets 1.3 inward or 4tF·<I--outward Roofclcmcnts Enclosed structures 4().'j Slopc<9:12 1.1 outward Slope 9:12to 12:12 1.1 outward or ~t/7.9 0.8 inward . 2tl'j.7 Slope> 12:12 t .I outward or 4-d,'Y inWard Open structures 1 ~ ;t:J..J Slope<9:12 1.6outward Slopc9:12to 12:12 1.6 outward or .r"i.f 0.8 inward 7.'1· 7 Slope> 12:12 1.6 outward or 1'"""1, l.linward 4/1,&1 Local areas at Wall comers 2.0outward 7'1-. t discontinuitics2 Canopies or overhangs at caves - or rakes 2.8 upward /04.2- Roof ridges at ends of buildings ! or caves and roof edges at lt/j, ~. building corners 3.0 upward Eaves or rates without overhangs away from building comers and ridges away from ends ?4 . .f. of building 2.0upward Cladding connections ; Add 0.5 to outward or upward ; C q l(•r appropriate location 5Z Chimneys. tanks Square or rectangular 1.4 any direction and solid tov.-crs Heugnnal or octtgonal 1.1 any direction tf.t'J· 9 Round or elliptical 0.8 any din:ctitm '24. 7 Opcn~fr:tmc 74-4-tuwc:rs·' ~ 2.0 any direction ·'iigns. flagpoles. lightpolcs, minor $"Z., ; structures 1.4 any direction c·· REVISION 0 QA CATEGORY I CODE CLASS AI/"" G-f_.jJIJ 5 C/ /l/3 ~ ~ ~31 .., {,P:s;:') o= 1rt"J ..r = /•C. 7/1!..~a 4" '-.ht1 6tJ ,_ /;1'10 ltJv/-/.Ju ., z,z 37· 2. 3'1· 7 +1-t. 2o.l ;.3.z z~.r 2 7.'f' '2.P,2 32.(, 34·7 3'1·1 23':Z ':1'2,1--~4. 7 !.ti.J /t,:J /A.!4 14. 4' :Z2· J ?r;z ~2.C.. ~ <~-· 7 31./ ·zr-.z 32,'-3 tf., 7 3~,, 4r4 .s-5./J S'l·f "'-' $Z4 ,().~ ~4.~ 72.r .. .J7../-~S't/ " ~ tt! 7/'. I -zr.z 32.(, 34 . ., Jtf, I 4~4 S".S:I' .S"'·.J '-7 ~,f-4 rr.r f'f,f' 1..7 -44.~ S'I·Z. S"f·t. ~~.~ t.P4.S '74. 4-'7 '} . .,. 8'1.5 ?2.4 ~"·~ tt.-1-~ 7~·.S' ' 44,~ ,5/.2 j-.f, t. ~;;1 -4~.3 §/.Z s-4-~ 6:,/-~ ~2.7 37-Z ~~7 -?~t- 414~.3 -~1.2 s-4.(;. C61. ~ ~,f 14.4 7~ -1-f"f.3 ~f --u,., 7~ ·f-~'f.3 $'2.Z ~7.2 3 "·'1 4 .,., t:.. ~IfF· 74..4 ,_.,. K"/~ ~~ -_ iiF/.7._ f1 .~ 0/.~ F't:l·~ ?3 Q9.Z /II. (I 112-,tf J3tJ,z /3~-9 ISdJ. "2. 12o.') /3f..J //11'·4'" ~7.4- r ~(),(/:, 9.3 ~72 It!-t, .ft,·-1 (,$',I 6'1-t/-?r.} 44.3 ..J/.1. ..)¢,t, 6/.4- "f2.~ """T7.2. '3CJ-7 4-P-. (p 6tJ,(, 93 79-Z /1/. {.p ~-? lf-1 6"/. f-7/':1 CA C ATI N SHEE , ·-~~·t:~~~--l.~;r, ··>~·:i .,, :·.:-. :.:~ ,-----STONE &.WEBSTER ENGINEERING CORPORATION -L UL 0 T I .J.D./W.O./ CALCULATION NO. -~ REV~ION l PAGE 45010.61 /J~tJo/ .:St:'C:./ . 1?;~(.:2~ PREPARER /DATE I REVIEWER /CHECKER /DATE . 'INDEPENDENT REVIEWER/DAT_E N//2. UA .so,J la-zr-Ff S.B.l1·~k_HA~1· I· 2-~.a" - SUB.JECT / TITLE 1 QA CATEGORY I CODE CLASS /.{/!,(/() l/JAJ().$ F"d/2 tJC'51~A./ d/l/iz:L//4' 1 ·,-,Jr.~ !';! 1111// ~ ,. .182 EDillON 1/(fC. 23-H TABLE NO. :z:s.H--PRESSURE COEFFICIENTS (Cq) .£(Posv~e a bS =-31 snrucnJREOft v= 1/n MiH ..r = /t/ fWfr TliEREOF IIESCRIP110H C.MClOR 0-2.()' .J-0 -40 I 40-ttxJ' h0-/00 1 loO-IS~1 Primary fr.uncs Method I (Normal F'onle Method) .. and systems Windward wall . 0.8 inward 31-· 2 37 4 2uf. ~J,C, 51·1- Leeward wall 0.5 outward '21· 4-2.3.2-'2'(;./f 2i'·J. .32.-I Leeward roof or flat roof 0. 7 outward ~~ 12.4 ~7.4 3 CJ. q 44/l Windward roof ..JO Jz, 4-3?.4-3~. e; 4~·1 Slope<9:12 0.7 outward Slope9:12to 12:12 0.4 inward 1'7·1 IK.~ 2/.4-2 '2-tT ~S'·7 Slope> 12:12 0.7inward ~t') ~7.~ ~"'-4 "'<;'. q 44._9 Wind j,arallelto ridge . - '3t':J 32. 4-3/ . .,. . 31!1.~ +4-1 I . Enclosed stniCIUieS Q.7outward Open SIIUCIUn:S 1 1.2 ouiWard S/.4-50.(., ~4-2 ~tf,¢ 77 Mcthoci2.(Projcctcd Area Method) i On vertical projected area . Structures 40 feet or 1.3 horizontal ss;~ C,o.2-(, t;. (p 74, I /~·3. 4 less in hCight any direcliOf! S"'i-'1 (, t/-.! 74,7 i~-tf R~Jj Strucllm:S over 40 feet 1.4 horizontal in height any direction On horizontal projected area Enclosed structun: 0.7 upward 3cJ ':i(2,4 31-4 31. '7 44. '1 Open structun: 1 L2 upward 5/.4 S'S·'-,9>2 ~6-9 77 ( Elements and Wall elements 5'"/, ¢ (,4-. 2. ~f.4 77 components All structures 1.2 inward .rr.c, Enclosed structures. 1.1 outward 4/ so.'1 s-r-t> 62-7 '70-t.. Open structures t.6outward . £..~. ¢ 74 ¥r·C~ ~/.~ /02-t 7 Parapets 1.3 inward or rr-;~ /!,~. z. ~ t:;, b 7 4-, I JS"J. c;-.. outward Roof elements ' Enclosed structures 47· 50·9 Sf.! t2.7 7o.t, Slope<9:12 1.1 outward · Slope 9:12to 12:12 I. I outward or 47 .J0-9 .J~·tf' 62·7 70--~ ' 0.8 inward ,.<,4. z ~""7 42-lf ~s,c... ,J'"/.~ Slope>l2:12 rj outward or .t;~--, ~_.;,, '1 SR.R ~7.? "]a.~ inward Open structures I ' tf/l 74-t!J--:c, q;,z_ 102,7 Slope<9:12 1.6outward Slope9:12to 12:12 1.6 outward or 0¥.4-74-t!JS.(., 91·2... /~2..7 l .. ·0.8 inward "3q, z 31 4z,J' ~S(C, .5'"/.4 Slope>12:12 1.6 outward or ~.R. </ --?Z7 --.?....-.-~·· ~h£ /Oz,z 1.1 inward . 4"7 (.-;-,. q ~-F.R hZ·/ 70·~ Local areas at Wall comers 2.0outward K.C (., 4 z, (., I o 7 It~ j2,?, '/ discontinuities2 Canopies or overhangs at eaves I l!'il lf'i.JI ;_s-'1, c. !7'l.J' or rakes 2.8 upward 1"2.'1.(, Roof ridges at ends of buildings i or eaves arid roof edges at /U'f 13?·~· I ~CJ,.J 171 1'71·'-' l building comers .3.0 upward Eaves or rakes without ovctbangs , i away from building comers and ridges away from ends ,F~.~ '72-~ /CJ? 114 /ZB-4 of building 2.-0 upw-.ud Cladding connections I Add 0.5 to outward or upward ' .. C q l'lor appropriate location _)q,., ~¢.K. 7'1,9 71-t'" ~1 Chimneys. tanks Square or rectangular 1.4 any direction and solid towers Hexagonal or octagonal 1.1 any direction 47 .ro. 7 }K,tf 6'2-7 7o.t,. Round or elliptical 0.11 any din:ction ~d,:i 37 47.~ 4-S,.c, S/·+ Open-frame a-(lc, 7'2;? /o1 /14-. /?.3". 4-towers-' • 2.0 any direction 'iigns. flagpoles. lightpolcs; minor ~1, '1 ·h" ¢,$ 7411 ?ej.y· ~1· 'I structures 1.4 any direction ( CALCULATION SHEET ... 5010.61 PREPARER /DATE /h 4/AS""O,..j SUB.JECT I TITLE 11//,~/Le:JAh 12EDmON /-~-ar;, STONE & WEBSTER ENGINEERING CORPORATION RE~EWER/CHECKER/DATE ,5. g,~. ~'C>l<..H~R 1 REVISION 0 QA CATEGORY/ COOE CLASS N/R . I"' TABLE NO. 23-K-PRESSURE COEFACIENTS (Cq) 5.s=37 Primaly frames and systems Elcmc:nts and compoocnts l...ocal areas at discontinuiticsZ Cbimlk.")'S. l311kS and solid tov.-crs Opc:ri·framc IUV«:CS·' ~ 'iigns. flagpol.:s. ; lightpolcs. minor : suucturcs OESC1iiP IIOH Mdhocll (Normal fcxtle Mcdlod) Wmdw2rd wall LccwWwall Lccwud cool or O.roof Wmdw.lrd roof Slope<9:12 Slope 9:12to 12:12 Slope> 12:12 Wind panlld co ridge E.nc:loscd sttuc:lWeS Open suuaun:s• Method 1 (l'rojcc:fcd Ala Mcdlod) Oo YCrtic:al projected area SlrUCtUI'CS 40 feel or less ia bcighl Suuc:turcs over 40 feel in height • Oa horimalal projcc:ccd area Enclosed struallle Open~· Wall dements All~ Enclosed stniCliUeS Open~ Paapcts Roof clements Enclosed~ Slopc<9:12 Slope 9:12 to 12:12 Slope> 12:12 Open SlnidW'CSI Slopc<:9:12 Slope 9:12 to 12:12 Slopc>l2:12 Wallcomcrs Canopies or 011edlangs ll caves or rakes Roof ridges at cads of buildings or caves and roof edges ll building comers Eaves or r:akcs widiOUI overhangs away from building comers and ridges awiy from ends of building Oadding connections Md 0.5 IO OUI,.'3fd or upward C q fur 3ppropriatc lacation Square or ree~:~ngular Hcugonal (11' ac:ugonal Ruund or cllipcical o.8 inward M;s' ~ &f ~ !-_4 7-"1-SJ-3 o.s oucward _ _,_--'~!!:.a-:~f!:.''.::Z:.....-f---'!~~~ a~=---+-~~:'-::· 7:-·· ~';----+--"~';--"!-4.;~ c...--if--"'=37'37 •• ""'7-3-; 0.7 outward_-+-_..3ul!...l.'' 1_r--3~i~:L!..,.L.-7-t-....,3u._'ff'.~·-6'~-+---'_£.~;. £.L.--+-=4-z:;:.~~· t-~ 0.7 outward "?J/.1 33· 7 3G. f 4-/. -1-4-~· ~ 0.4 inward --J-~,-= J!-T-~-+--!!:/~·4=-Z.:--....o-J~'2~2-'!i· z----+-2~']~. =7=---1-...;,z=~~.""'c...::........-f 0.7inward 3_/,/ 3_3•7 "3~·tf ~/.tt;:. ~&.·~ o. 1 OUlward --+--""3...:.,1·;..,'=---+-"""3~3·~1--+-.... 3~ e .. "":8--+-'.A~=-'-./.;....!+"----+--'4-~&.;...,·· ~=---+ 1.2 autward 53-3 S1. 7 If,~./, .J I 741• 'f 1.3 horilODUI 57· 1 "z.r 72.2 77 · !'t,·? any direction -+--'::....J'--'--+-..:;,;;~--+-'...::;_-=--+---'-J.----1-'::....:::_;::;; __ I 1.4 borizontal_~~;..::zc.:....::· z=--r--::~::;.;,'J...,e..3:::.._-+--7~7<:.....· 7,;__-+-~ a;z,:....~:'1_-+----!.,!' 1-::..:...· z.=---~ any direction 0.7 l,lpward 1.2upward 1.1 OUlward 1.1 outward or 0.8 inward 1.1 outward or inward 2.0outward 2.8 upward 3.0 upward 2.0 upward ·S' 124.3 ' t4'·1 73.:;. S2.1? &/ 134-7 jt,t,.f' /_77-C, r 2.0 any din:ctiun -1-~<ft:..w.~..:...:' f:....__l--~ '1 /., .. Z.=-·---i~/-L-1' /..f-1--+-....:../...:...!1 r.::....:..; 'fL--+-Iu3~.3~· •,:2..:..,_ I .4 any din:ction 77.7 i i s:·-~~~~:11:t_~~:~~~~~;~f:~~ :~ ~1 ,/ / ·:.l CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION ... 5010.61 REVIEWER /CHECKER/ DATE . .S-i3,~\ ·:F:D~I . PREPARER /DATE ft 47 ;t(l Sd ,..) SUBJECT I TITLE (/·"··,.11//.v~ co~I:J.s-. ;::a~ z::;t:S/~N C~),.l"'t54-r,t1.' '. ·\: 12 eomoN · · 23-H REVISION . 0 PAGE . If .:J7~z._ QA CATEGO'Y I CODE CLASS .N/1() ;i ., TABLE NO. 23-H-PAESSURE COEFACIE~ (Cq) .i. e=x.rasv4c (!.., SIRUC1UfiE OR J,r• -u.:.. /21:. _,pjij! ..z: = /. ;'S I'IIRT THEfiE<W OESCRIP110H C.,MCTOR t?"'-2-o 1"7f'1-,£'0 40-~c] t::.e> -/ t!) <:) /00-/J 0 Prinwy frames Method I (Nonnal fcxcC Melhod) 4-1';6 44.3 .51 ,S-IS (,J.3 and systems Windward wall 0.8inward Lccwanl wall O.Soulward :ZS:.< ~7.~ 32 _3_4-:33'-3 Lccwanl roof or fbi. roof 0. 7 outWard . .3S.G 3K.K -44.~ "1-7·" .53.(., Windward roof 'S.s"".·y ~J?.F 44-t, 4}.(, .£''$.(.. · Slopc<9:12 .0.7 oulward Slope 9;1210 12:12 · 0.4inward "2.t'J.7 -:22 -2<'.~ ~1. '2. 30,(.. Slope> 12:12 0.7inwanl .'3 f'; ,.. 3?--~ '4tl--~ 47-f4 .S$-'- Wind parallello ridge ?~.Y ~p.;r 4~-t-47-e... S3·t.. ' Enclosed SUUdUICS 0.7outward Open SlnJC(UR:S I 1.2 OUiward ~1·3 t,,. 4-'7/... r~ 3t•7 '91. et Method 2 (Projected An:a ~Clhod) On vertical projected area ~~"' 7/,f/ 63 Ef·'-~7.(; SlrUctUrc:S 40 feet or 1.3 horizontal less in height any direCtion . 7/..~ /7.4-,s~.4 tf(;:3 Suucttm:s over 40 feet 1.4 horizontal le;_7_. z in heigh! any din:clion • On horizonlal projected area 3f;?' 3~-8' 4~~ ~-J.~ Enclosed SIIUCIIIn: 0.7 upward ~7·G. Open. struCIUrc1 ' 1.2upward (,;.3 C,~-4-7(,.~ Fl. 7 ~/·7' . ( Elements and Wall elements ~/.'i. ~&.-~ 7~-?,' tf/. 7 "}'/. 9 components All StruCIUR:S 1.2 inward Enclosed stJUCIUR:S 1.1 OUiward 56./ ~.7 70·2 74. 9 ~3 Open ~truCIUrcs 1.6outward f?/. 7 Blf',c-/;,2,/ / t::J r, "" /~'2-L Parapets 1.3 inward or ~-'-4-7/h' .f"3 ~,r, & 9~~ .. our ward Roof elemenrs ,. ' Enclosed StruCIUR:S ,... §~./ ~e;?,,P ?CJ,.Z.. 7-t'. "7 tf'1'-J Slope<9:12. 1.1 outward Slope9:12 to 12:12 1.1 outward or .,-~./ ~Cf'., "7~·2 74. '? ,~ 0.8inward dt'J,-f 44.3 \'/ ·..J9.r "/.J Slope>l2:12 1.1 oulward or ',S&../ ~ t:J.,# 7~.~ 71&-· "7 ,.s;::.;t,3 inward Open StruCIUR:S I ~ ~/.7 . .k$'.1'-. /c;2.1 /6tf.q 172. t.-Slope<9:12 1.6outward Slope9:121o 12:12 1.6 OUiward or 8/-? ef'R,~ /02,/ /t::JJ>',9 /.Z,, ~ 0.8 inward -P~-~ .,~-3 S/ .5""4..{"" ~1·3 Slope> 12:12 1.6 outward or CJ/•7 .!!!18. ~ /0~./ /0.-F .. "7 /Z2. ~ 1.1 inward .J/-. 7 --z,,.,,, 7-d, 2 '7~-"'7 .54,3 Local an:as at Wall comas 2.0outward /~2-/ l/eJ,(4 /Z7.'7 13,.:2 IJ-.J. 'Z disconlinuities2 Canopies or ovemangs • eaves /.,2.9 1.5'4.9 /7~-7 ;'&)_().? 2.;4S or rakes 2.8 upward Roof ridges al ends of buildings .I or eaves and roof edges at i t.J~.z ;w.r /'7;. 5 UJ4.Z /JZ#:f.i building· comers 3.0 upward Eave.~ or rakes without oveman1,:5 , ' away from building comers and ridges away from c:nds . /(!:)/. / //O,(, /2'). 7 I~&.· 2 I..J j. 2. of building 2.0upward Oadding connections ' Add O.S to out,.-ard or upward C q for appropriatC: location 7/.) 77-<f R"f.<f 'f.r: 3 /t>7.z Otim~~<.-ys. tanks Square or rect:mgular 1.4 any din:ctitln and solid tou.-.:r; lktagunal Clr <lCiagonal 1.1 any din:Ciiun· ~c. •I ~0··~ 70·2-74-1 p,,.3 Round or elliptical 0.8 any din:cti<.lR ~~r 4-4.3 .orJ .j '9·1 ~ 1·'3 O(ll!n·fro~mc /~Z-1 //#. f, I"Z~ 7 1]"-'2.-;!'1. 'Z. (0\\'I!CS·' .a 2.0 any direction '\igas. flagpoles. lightpolc:s. minor 7/..J 77-t/ ff·'/ qr..J 1072. SUUCiur.:s 1.4 any dirccti<ln ( CA-LCULATION SHEET A5010.61 PREPARER /DATE 11f,f1,f14NSo,J /IJ-2 t; -Ff' SUB.JECT /TITLE STONE & WEBSTER ENGINEERING CORPORATION REVIEWER /CHECKER /DATE S, r~u,. ~ I<J\A~\ I. 2.'8' .s~ REVISION 0 QA CATEGORY I CODE CLASS /·--· W!AIO ttJ,f)f)S "(JI'J,. /).CSir';iV ~I ({Zj~ tV/A t'e f-1 ~ t'e C!f. fs ~ 1/ett;/1' /E.J(.f)d$"12£ IJ V-::. /.10#?# ·~.s =.31 V:/IO#JIH K.r = 2t.. V-==t20HPH£: =37 (f"r-J :C-=J,CJ .%":/./5 ,r: ~() .r://S' :c: /.tl .z ~ j,/..r 0-2CJ 1}.7 t;.7 4!J 1.~ ~ /O.Z ~ 2o.'f 3 ~9 cb z~,tf~ 2.0 •.fO o.a ).1.1' '2,j'.$' -u;.a 2'3. 1 Z'J.~ 34- 4o-t,o /.o ?;I 35.1, 2~ ~~·1 37 4'2.&. ~0-/00 j./ ?;f,/ j1.Z t.B.~ 32.9 ~0-7 .,~~ /CO-/.j-0 /-3 +o,3 .. ~,.3 JJ.tf 38'-7 '~$~1 lfs,~ ;s-o-,Joo /.4 -13.1-4'1. 9 g~.1 fj.lf ,s;.t! 159.~ :2oo-.]"a ~-~ 4/jt, SJ .ff,t, 1-7-J' .59-2 ,~tf./ a oo-f'e)o ;.a £.r ~~~.z -ft./ 53.1 t,.6· (, . 7t,. II i \ e \ \. . ··-···---··-·--------·--···· ·--· ---· .... ---·--.... · -· · ~ · · · · ~-····· ··· · · ··········-~--· ··s:roN~& WEBSTER_EN.GtNEERiNa-·coR:PoRAT•ON· · ······· .... :·~···:~)N~ ... ~~~~:·h:·:·~·-·:·:·~·~·:'~-~ ....... : ....... · CALCULATibN SHEET REVISION . ... 5010.61 0 REVIEWER/CHECKER /OATE SrS, l-\. B<o k..~A"-1 /,2...'&r&G' PRE PARER /DATE 11tfh11J.SotJ SUB.IECT /TITLE . .. · .. j{//tl@ £//~!).:; RJ/2 IJC5/tf~/ ~~/T~-e/;q .982ED1110N 23-H TABLE NO. 23-H--PRESSURE COEFFICIEHTS (Cq) smucTURE OR • . l'iiR1' TliEREOF OESCftiP110H c.~W:mR o-za Primary frames Mclbod I (Normal Rim: Medaod) /~--(, and systems Windward wall 0.8 inward Leeward wall O.Soutward rtJ Leeward roof or fbi roof 0.7 outward J'2,7 Windward roof Slope<9:12 0.7outward /2.7 Slope9:12to 12:12 0.4 inward /,3 Slope> 12:12 0.7 inward /2/7 Wind parallel10 ridge /2,7 I Enclosed SU1IdUrCS 0.7outward I Open strucl~· 1.2outward Zl.f Method 2 (Projected .A1U Medaod) .. On vertical projected~ / :2 3.7 Sl.niCtlUeS 40 feet or 1.3 horizontal less in height anydi~ioo ~.S:S' Struct~ over 40 feel 1. 4 horizontal in height zoydi~ion • On horizontal projected area 0.7 upward /2-7 Enclosed structure Open suucrurc1 1.2upward . Z/ . .f Elements and Wall elements ..2/.r components Allstruct~ 1.2 inward Enclosed struct~ 1.1 outward ~(} Open structures , 1.6 outward . Z~·/ Parapets q inward or "'23·7 outward Roof elements Enclosed SIIUCtUI'eS Slope<9:12 1.1 outward 2n 'Slope 9:12to 12:12 1.1 outward or ~~ 0.8 inward '4•1'.. Slope> 12:12 1.1 outward or -:;;~ inward Open structures • ' '2"7./ Slope<9:12 1.6outward Slope9:12to 12:12 1.6 outward or 29./ 0.8 inward /oF,(, Slope>12:12 1.6 outward or .£..!ffr./ 1.1 inward 2-..::::t l...ocal areas at Wall comers 2.0outward ~-~ discontinuities I Canopies or <M:rilangs at eaves . or rakes 2.8 upward .5'). Roof ridges at ends of buildings '\. or eaves and roof edges at .r~~~· \ building comers 3.0 upward Eaves or rAkes wi1hout overhangs away from building comers and rid~..:s away from c:nds 3~.f of building 2.0 upw-.ud Cladding con~ctions Md 0.5 to outward or upw-Ard c, l(•r ai'Propriatc: location '2S:r Cltimnc:ys. tanks Square: or rectangular 1.4 any direction and solid IOu.1!rS Hc:xag<mal c>r octagonal ·1.1 any dirc:ction 20 Round or elliptical · ·o.s any dirc:cti<m 14/14 ' Open-fr.unc '3t..+ '""''Crs·'., 2.0 any din:ction <;igns. tl.agpolc!s. ligh1polc:s. minor "'-S. r ~1ructurc:s 1.4 any dirc:ction ·- QA CATEGORY/ CODE CLASS /V~ .s=2C. f. F-rPtJse/ae 8 = PH ..r-L-0 :2~-¢-Q <;etJ~~o ~C-/CO vo~-/.)~ I t,,t,p '2tJ.t ~2·9 27. _jt),~ 13 14-3 /Is,, 1 jt/·" I!'. 2. ":20· 2'3, 7 I.(, t, I~Z 2o 23,7 r.~ Jo.4-;;, 9-/3 .. r /4, t::. /A~'Z Zo 2::r.7 ;4, (, /1', z 2o 2-?.'J .ZS 3/.Z 343 +o.t, '27 33,J' 3.7. 2.. 43,tj_ ttff,/ 3'-4 40 47.3 J4,t. I!'· '2-2-o 2.3.7 2r 31·2. 3~-3 .ft'J,~ zr 3/.2.. 3/-,3 -~a. ,::;; ~2.&' 2F.'-.3 /.$' 3/.2. :3 .::5-~ 4 /•C., 4.5;8' S.t:'f-·1 27 33,1? ::nz 43,"'J ' 22-K-2-C'/b 3/.r . :57·2 2-2·? ;J.tf-{e. ~;.s-37. 'Z. .//,...£.,._ ~,.R ~z,c-; -.z...7 22·R' 21"-~ ~hs 3"7. 'L. 33-'3 4/.t, 4S:tf ..T-!, I ~~-'3 9/1(; 4£:r .5.-~/ /(,,,t;., ~.R ?-2,9 27 33.~ 4/·~ ~f .,.y . -r~. / 2"Z.·K '2.fi",.~ ''3/-.r ~.2 ~/.~ I:2-S'?· 2--~7d~- o!'-2 7z..r G-od 'f.f, (, ~z,f 71' Rf,f' j{) 1.4- , ' -lf.t, $2.. ..s-7.z. I. 7-t, '2.!'f, I .Jt,..f 40 .tt/U '2..2.-B "'2-f'-~ 3/·J 37_,Z //.,," 2LJ,S 22 .. 9 27 ~f,_t, sz. 57·2-~7,(.,. 7-'J.! '3'-4-+o f7·3 REVISION . . 45010.61 () PREPAAER /DATE /Vftf /VJ,A/SCJAI REVIEWER/CHECKER /DATE c:;. B, ~ .}bD,li.. 1-l AR.J SUB.JECT I TITLE QA CATEGORY/ CODE CLASS -J{/;U() LtJ/1/I.JS /(1/2 L)c.f'/Q~ ~.4!/TE/2/.If'/ I ;Yft - · 1982EDmON (1/~C ~ 23-H TABLE NO. 23-K---PRESSURE COEFFICIENTS (Cq) £'X;Jc:JSC/dc 8.· b.J ~2~ SIRUClURE Oft · . ·'= ..z::-/. L'f IWQ' nteREOF oesaaP110M C,.MClOR ()~2-cJ I Zc-'('a ' ~O-(id I cii>o.-/a<J 1 /OO -/s(] 1 Primary fr.unes Method I (Normal Rlroc Mcdlod) ;/,.7 11·1 23.9 :2t..3 3/./ and systems Windward wall 0.8 inw.ud leewaRI wall O.Sout.wro /o.t~-/~ /5 //..4 /1.4- Lc:ewa.nl roof or flat roof 0.7outward J4.t, 1~-'7 '2.CJ,'1 23 'l-7.2 Windward roOf !#.~ /J,.7 2tJ,&!J 23 27,Z Slope<9:12 0.7outward Slope 9:121o 12:12 0.4 inward R-4-q.~ IZ.. /3.2 ;s;~ Slope> 12:12 0.7inw.ud 14,/. /{,. 7 2£':),.y .2.3_ Z7.Z Wind parallel to ridge /4,{, 1~.7 . 20·1 Z3 27.'Z i Enclosed~ 0.7outward I Open~· 1.2outward '2-.S:/ 2K,7 3S:1 '3'9-5" ~-7 Method 2 (Projcctcd Area Method) On venical projected area 27·2 31./ 38. 9 -1.2.g so.~ Structwes 40 feet or I.J horizontal less in height anydi~ 5~-f 4/.9 .If~, J .J-f·5 Struc1wes over 40 feel 1.4 horizontal z.~.3 in height any dim:tion On horizontal projected area /t.t, //,,7 ")o·1 2.3 27. 2. Enclosed saucrure 0.7 upw.ud Open strucrun:1 1.2 upw.ud . z.r-.~1 'Z'j', 7 3.l.'9 '3'7.$' 4C..7 Elements and Wall elements "2..{':/ 2.f, 7 3.J;'1 3'1 . .r f-~·7 components All structwes 1.2 inward Enclosed structwes 1.1 outward :Z.3 2~.3 33 3t.-Z ~2·1 Open SIIUCIUn:s 1.6outward . :3 '3.4 '3/?,Z, 4-1.¥ S2-~ I"'Z.,? Parapets 1.3 inward or Z7.Z 3/, I 3R',q .r~z, ~ ro,. outward Roof elements ' Enclosed suucrun:s 23 U . .J 3'3 .3~-Z #2~d Slope<9:12 1.1 outward Slope9:12to 12:'12 ...... 1.1 outward or Z'3 2t;:..3 :?~ 3h.Z 42·.2 0.8 inw.ud //4,7 /~, I' ·2.~."'1 Z/:,,.3 ':J/./ Slope> 12:12 L I outward or z:; 2t:.. ~ ~..., 1'~.z 4-2.-K inward Open saucrun:s 1 \ Slope<9:12 1.6 outward ' 35.4 3~Z... ~J,J? ~z," ~z,z Slope9:12to 12:12 1.6 outward or 3~.4-3£,.z 47-r S2·t--£,,2, z. 0.8 inward /&;; • ., /'f.f-.3. '9 -z&.. 3> '2, /.} Slope> 12:12 1.6 outward or '!f~~ SK,L _g7.Si' .;"2, (6 ~Z...7. 1.1 inward 2~ z.~. '3 ':il·~ '2:....:. ~ ~2,R Local areas at -:,_.o .• .. ~m= 2.0outw.ud ~/.tf' ..t/7.1 .s-"/, 2 . r..r.r .., -;,;- ... -discontinuities z · ~pies or overhangs at eaves s-!·f ;,,.'9 i3·7 qz.J taK.t!:J or rakes 2.8 upward Roof ridges at ends of buildings or eaves and roof edges at tZ.J· 71·7 tf?-7 1r. 7 Itt,. 7 building comeno 3.0 upw.ud Eaves or r.akcs without ovcrhan[:S r away from building comeno and ridges away from. ends 11·! 47·1 .5 '1.! ~J-.f 77,8 of building 2.0upward Gadding connections Add 0.5 to outward or upw.ard C q for appropriate location 2 9,·.3 3?.] ~/.'7 . "ft,.j S?-f O•imrn:ys. aanl.:s Square or rect:snt:ular 1.4 any direction and solid t""'-.:rs llc:<a!_!ttn:sl or ocugon.al 1.1 any direction 23 2.6-·J 3:J 3t-.-z tfZ,i' Round or elliptical 0.8 any din."ction fh·7 l'i·l 23,7 -u,.~ 3/,j Opc:n-fr.amc 4/,f 47-f !ttf.f tr.f 77·f lowers·' .a 1.0 any direction Signs. flagpoles. lightpolc:s. minor Zf,J '33.j 4t 1_ .f-(,,j S'~J structures I. 4 any direction ·- - 45010.61 PREPARER /DATE 1~11'2 /lj/J.ScJ,J /G) -2 9-8/' SUBJECT I TITLE QA CATEGORY I CODE CLASS · ·. JV;,va 4!J~tJs Fa/2 .&c.r; #/t"t • t,. .982eomoN (vdc_,J 23-H TABLE NO. ~ESSURE COEFFICIENTS (Ccj) g.s=31 E,r i/t1.Sv.ee:-8 snrucruRE OR · . \1: I/ :~## .r-/-0 MRT THEREOF OESCRIP110N c.IW:lOft 0-2-()7 2.:> -va Wo-4.~ · t;,a ~/04 1/cTo -/.J7} Primary frames Method I (Nonnal Force Method) I 1-lf 19-1 ~d,A' '2-7·3 "3 2.2. and systems . Windward wall ? 0.8 inward Leeward wall ')' 0.5 outward j(),j 12.4 JS..5 17-'2o.2. Leeward roof or fbl roof >· 0.7outward '"' z, 17.4 2/;7 '2.3..9 -zf?,Z Windward roof I,S, Z.. I'J f Z/7 21.&; Zf: 2.. Slope<9:12 0.7outward Slope 9:12 to 12:12 0.4 inward tf'.ti Q, e; /'1,f !'?./.:.. I~-/ Slope> 12:12 0.7 inward IS.Z .7f,7j. 2. /, "7 23.9 j_,f,'Z. ! Wind parallel to ridge /-;s;z 17.4-2,/.7 7..~-'1 zp;z.. i Enclosed suucnm:s 0.7outward I Open suuc:tim:s 1 1.2outward z~ 2'1·1 .. 17.2, 4o,q 4tf'.4_ Method 2 (Projected An:a Mcdtod) ' .r On vertical projeCted ara 2tf', z. 3 2.2. 4tld 44·3 52,4 Structun:s 40 feet or 1.3 horizontal less in height a!ly din:ction , · 34,7 4:?,4 4-7.7 S&;.~ Slructun:s over 40 feet 1.4 horizontal 3o.f- in height any direction · On horizontal projected an:a /),2. ·af 2./. 7 Enclosed SUUCIUR: 0.7 upward 2~.-J zr.z.. Open SIIUCIUR: I 1.2 upward 7,_ ~ ~7 ~t7· "&) 4tr.¢ -(/"" Elements and Wall clements . Z"'f.,$' ~t7· 9 ~r-9 components All struetuaes 1.2inward. zc., 37-Z. Enclosed structuaes 1.1 outward z.g.e:; 27;7,. r¢.1 _37·5" 1-1.3 Open slruetuaes ., 1.6outward . -:J4.7 --rt!/,7 -.t.rq.c, S"4· !4 (,4, ;;- Parapets 1.3 inward or 2.8.Z ~ '2· 2.. 4c:1.3 44.3 .:; .2. • .;..:. ··outward .. · Roof clements .. ' Enclosed SttuetuR:S 2~-~ ?7.:J ~rJ,f 37 . .r .£4-,3_ . -Siope<9:12 : 1.1 outward Slope9:12to 12:12 1.1 outward or ?~."7 '1-7·3 ~4.1 37-..I 4-4·3 ·o.s iAward 17.4 ttiP.J' 2.4.t! :2. 7· 3 .32·2. Slope>12:12 · 1.1 outward or · zg_., inward :z. 7, ~ _g(f... I ~ /·f'" 44. ~ Open slruetuaes 1 ' ~4-/7 =?tfi. 7 4 t;, L-s-.P.t-~"'-.r Slope<9:12 1.6outward Slope9:12to 12:12 1.6 outward or ~4 .. ~ ~4. '7 44./;. s~.G. ~4-.r' 0.8inward /7-f-;.; -~ -z-4,¥ 27-3 "32-Z... Slope>12:12 ' L6 outward or ~4.7 -~· , 44.7. ··yq.u c.. <IY-•.r" l.l inward• 7Z~"'j z ~4 .. / "3'7 .. ,-44-.J ·Local areas at Wall comers ' 2.0 outward· ~3.4--44-r... ~z-.. ·.·' . .£,~2-~-C. discoRiinuitiesi Canopies or overhangs at caves 6,4-8 ~1·f· qs;J! /IZ. f or rakes 2~8 upward· t5~r Roof ridges at ends of building~ or caves and roof edges at W-1· 74.;,-9? /tJZ.3 I'Zo,CJ building comers . 3.0 upward Eaves or ro~kci wi1hout overhangs r away from bUilding comers and ridges away from ends 4J.f-./'f.(, ~2 t,8.z c3~-c. of building . 2.0 upwo~rd Cladding connections Add 0.5 10 oulward or upwo~rd C q li.•r appropria1e location 'Jo,'f-'3~7 -f-34 -1-7-7 5~-~ Chimneys. tanks Square or rectangular .I A any direction and solid towers Hexagonal or octagonal 1.1 any direction 23-"7 27,3 34.; 37-.J 44 .. 3 Ruund or clliptic:JI · ... 0.8 any direction 17,-J.: 7"1.7 27:K-Z.JJ 3Z.Z. Opcn-fro~n1C . tlg,-1 qi!J,(, ~z. ~r-z. ft;, '-tow..:rs-'"' 2.0 any dirccti<•n ·Signs. flagpolc.s. ligh1poks. mill()(" 3'o,-F 34--7 4.3--1 ot{ J, 7 J-~-+ ' struclurcs 1.4 any direction ·- ... ~ STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./CALCULATION NO. REVISION . PA8E CALCULATION SHEET A5010.61 ;ss-oo/ ~z;c-/ c). U;J/::2.Z.. . PREPARERIDATE · #eH..<JstJ,J /0-29-85' REVIEWER /CHECKER/ DATE S·t3r~· M~ r\~1 / . .2.."S· ~&, - SUB.JECT I TITLE. QA CATEGORY I CODE CLASS Jf/llt/l/ LP4t1S t2. .i)cS/t5A/ C'£tT~~fti? N'I/J l82 EDmON {£A C..) 23-H TABLE NO. 23-K-PRESSURE COEFFICIENTS (Cq) bJ:.3/ £Kr'Nu~c _8 STRUCruAE Oft · . l/= // U.P'"' .r-/./.. FiUI1' ntEAEOF DESCIIIPT10H c, tw:roll .o-~, ~#)-7~, ~~-McJ' t;,d •/<:JcJ , /<l~ -/StY Primary frames Method I (Nonnal Force Method) 1-() 2'J.g' 2?-S 31· 4 3_2 and systems Windward wall 0.8 inward lcewanl wall O.Soutward /2.f uz 17.8' l9·t.. Z3.Z. Lc:cwmd roof or fblroof 0.7outward /7 • .$' :21:::' 24t7f 21.4 32·4 Windward roof /1.$' ~tJ 2.."/."f 27.4 32.+ Slope<9:12 0.7outward Slope 9:12 to 12:12 · 0.4 inward /I) 77A 74.?.; ;.,--.7 IK·f Slope> 12:12 0.7inward 17,r 2£J "'/4,t; ?7.4 3 2-_4'_ ! Wind parallel to ridge 17-r :2-n 2~.11 .J. 7· I-3 z.. 4-Enclosed struc:turcs 0.7outwanl I ·Open SUUCIIm:S I 1.2outward :3~ 34-z 47.7 ~7 .5:'5:/.- Metbod 2 (Projcc:tcd AJQ Mcdlod) On vertical projcc:tcd area ~2.f .'37 +t.-3 sJ ~o.z S~40fcetor 1.3 horizontal •. less in height any dilUtion .t/.q.~ . ' Struc:t~RS ~ 40 feet 1.4 horizontal 3r 3q,.y S-l.f ~4.1 in height any dilUtion On horizontal projected atca /7,(' 2n. 2.-1, .q 27·+ 3'2.-±__ Enclosed struCtUre 0.7 upward Open structure I 1.2 upward . 30 ::( 4-Z 4'2..7 47 ~s:~ ( Elements and Wall clements ~0 ~ 4-/ z... 4l.7 4"1 S.5it., components All structures 1.2 inward '' Enc:losed strucl1ln:s 1.1 outward ~·f ~J.-1-~ "'f, 2 43./ so.tt Open structures 1.6outward 40 ~(i/1 ~ /eJZ,_L_ 1_9., I Parapets 1.3 inward or 'i''2.d~ ·~ 4C:0-.3 Sl ~0·7 outward Roof clements . ' Enclosed structures ~J·J-3J, 4-:J1. z.. 4 ~.}_ so,· Slopc<9:12 1.1 outward Slopc9:12to 12:12 1.1 outward or '2?.r ~ /.4-~t;. ~ ~3. J S~·1 0.8 inward Zn ~2.3 2 f?', (' 31-4-37 Slopc>l2:12 1.1 outward or 27.(--v-.4 ~2: .;..g, I Jt::},I#J inward Open structures 1 ' 4~ 4-s"" ... ~ ..5'"'7 1"-2.7 7-1·/ Slopc<9:12 1.6 outward Slope 9:12 to 12:12 1.6 outward or 41!J -4c.-,l':. 7""7 ~'2. 7 7.,., / O.Binward 2/J 22,8 27·.5' 'g/.4 ':j'7 Slopc>l2:12 1.6 outward or 4/1 . ~ .. ..:.... 7 tfi?Z,/ /#-,·/ 1.1 inward 2?.~ :1(), 4-5'7. z... 4'7, I . r/J.-"Z" Local areas at Wall comers 2.0outward -~.0 ~-7 7/-2-7!". ~ _g__z.~ discontinuitiesl Canopies or overhangs at caves . or rakes 2.8upward 70 7q·f tt;e;.? l~?,tf IZ1·/, Roof ridges at ends of buildings or caves and roof edges at "7J' ,R.J.$' IO~·f I I 7.(, 13~., building comers 3.0 upward , Eaves or rakes without overhangs , .. away from building comers and ridges away from ends so .J7 71·Z 7(,~ '/Z.~ of building 2.0 upward Gadding connections Add O.S to oUtward or upward C q for appropriate location :3r 39. e; 1t'1,f .J-4.$' ~-~·1 Chimneys. tanks Square or rectangular 1.4 any direction and solid 1~-.=rs Hexagonal Ot" oct;~gonal I. I any direction ~7-J ~;,;-~ ~ z_ 4~. I so.et R<MJnd or cllip1ical 0.8 any din.-ction ''2~ '2.'2. y -7_f?.~ ~ 1.4 37 Opcn-fr.smc s~ 5"7 7/t z, 7~4-91·£, (()\\"Cf'SJ .a 2.0 any din:cti<1n Signs. flagpoles. lightpoles. minor .3r '34. '1 4'7,f s-4./' &,4 .. •'lructurcs 1.4 any direction .. ~. -- \ I , I l l ! I I• ·. v ,. (( \.,_-- . . CALCULATION SHEET 45010.61 PR~RER /DATE / /// ~KIS" t::nJ SUBJECT I TITLE \ U//A/!.J co,;; o..s Fa~ Z)ES"/ej'V' c;IZ I'T~;,., 12EDfTION 23-H TABLE NO. 23-H--PRESSURE coeFFI~ENTS (Cq) snuJCTUR£ Ofl 1Wn' 11iEREOF OESCRIPT10H c,.tw:lOR t::J-2.0/ Primaiy frames Melbod I (Normal fUoc Method) !2t7.i and systems Windward wall 0.8 inward Leeward walt O.Sourward -,3. Lccwanf roof or flat roof 0. 7 ourward /~./ Windward roof /~./ .Stopc<9:12 0.7 ourward Slopc9:1210 12:12 0.4 inward 10·4 I Slope>l2:12 0.7 inward JIJ,J ! Wind panllello ridge 1$.1 Enclosed SU1JCIWeS 0.7 outward ' Open SUUCIW1:SI 1.2outward .3 J. I Mclbod l (Projected Area Method) On vertical projected ami ,33.7 Suuclun:s 40 feel or 1.3 horizontal less in heigh! any direction .'3 &, • .3 Suuctures over 40 feel I A horizonlal in heigh! any di~ion • On horizDatal projcclcd area //'./ Enclosed 5UUdUn: 0.7 upward Open sttucnm:l 1.2 upward . 31·1 ElemcniS and Wall clcmcniS componeniS All SUUCIW1:S 1.2inward 3/./ Enclosed SIIUCIIImi 1.1 ou1ward 28.$" Open~ . 1.6 oulward . 41·4- PaRpc:IS 1.3 inward or ~3'. I Olllward Roof e!Crnc:nts Enclosed suuc:turcs zs.r Slopc<9:12 1.1 oulward Slope 9:12ro 12:12 1.1 outward or 1..6-r 0.8 inward -'2 t!J·7 Slopc>l2:12 : L1 ourward or··· 2i'.S' inward Open SUUCIW1:SI ' 41.4-Slopc<9:12 1.6oulward Slope 9:12ro 12:12 1.6 outward or .11/.4 0.8 inward z~.7 Slopc>12:12 1.6 oulward or •4/. 4- 1.1 inward 7.R.~ ' Local an:as al Wall cornc:rs 2.00Uiward 5f.t6 disconlinui1icsl Canopies or ovcthangs a1 caves . or rakes 2.8 upward 72-.5" I Roof ridges a1 ends of buildings i or caves and roof edges at 77·7· building comers 3.0 upward .. Eaves or rakes wilhout overhangs away from building comers and ridges away from ends ,r;.;-. of building 2.0upward Oadding connections · i Add 0.5 10 001"'-:ud or upward c 'I f<lf awroprialc location .3~.3 Chimneys. lanks Square ur rectangular I A any direction and solid lov.-cr.; Hcll.agonal or OCI:Igooal 1.1 any direction "2f,f Round or clliplical 0.8 any din:clion ~~."7 Opcn·ft:lmc Slt' 10~1'$~. 2.0· any direction -Signs. flagpoles. . ligh1polcs. minor 31,.3 SUUcturcs 1.4 any din:ction REVISION . 0 QA CATEGORY/ CODE CLASS Al/.4 ExPosul2c-B ' j v= /-:J-':JMPH...X:-1·0 ; '2tJ'-4o' 4o'-~o' dK;}t./~0 1 lt~ttJ~/..J"i:J"! 23.7 21.(~ _J2.. I.-38'-~ j 14:? /8.? '20· 4-7.4-! '2.0·1 2?:'9 2tf.S' ~3,7. ! ;)tJ,7 2\. '1 21-J" J'J,7 i 11.1' /4.t! /1,.3 _19·2 ' 1 20·7 2:.F.'7' 2?,~ 33.7 I I 2o.1 -u.t!:J 2? • ..r "33·7 I ' ,;j.'}.S" 44,f 4tf. 9 .S7.i I .38.5'" f,f,/ S'.S &.·z..s I +1·4-Sl·! '.:r7 1#7. 3 ! lo.7 2f.t:) i z f.r .3"3•7 ! 3S.S 4~.~ 4f'·'? :;-7.7 ! 4¢4 3St5 4!'·9 .;7 .. 7· q2·UJ 4tJ,7 44-3' 52-9 i:t?. ~ ~ .i;-61: '2-t:.s. z. II ~ r . .r 4?./ .5'7. ~z..r ' :3 2. •-'-.j,.C) t7 44-tf' 52.9 32.t.. 7£J-,7 +'.;·tf' 52-'t 23,/ z~ ~'2-.b 38·.5 -32·~ 4i:J-;-"'] 44-tf 52·9 "'· '-f~7. . /.,S,_Z_ 71 47.4 .?"'7.2 t:,s,z 77 ,,.. 7 ~ 32.(.,. .38..S ~7. f7 ~er.-7 {., <:;', z ..., ··" ~ &. ~,.,.'7 44.K !J-Z._f:J 5'11·2-74 !j;.,J 16-t. '2·1 /()J." /14-1:34· 7. t$0.8 .Ill 12'2.2. 11'~-~ r ,r~z 7'1-?/..J .,,,l 41·~ fl·tf S7 (,1·3 ~2-t ... 4tJ,7 14-!' . 5l-9 2. ~.7 ""219,/~ .'32. ~ .3 6'-_r .5'1-Z. 74-B'I·S ? t,.;. 1/t-1 5/.rf 67 (., 1·3· ( \ .. ( \ \." CALCULATION SHEET ... 5010.61 PREPAREAIDATE ./"'?//;I?Acrc,J . /-3 -tf>~ ' ---~ ---. -----··-. -. STONE & WEBSTER ENGINEERING CORPORATION .J.O.IW.O.I CALCULATION NO. ;s-~o o s ,o c. 1 REVIEWER I CHECKER I DATE S, 13.~ r ~ok+\A~1 l·Ltg.~ REVISION . 0 SUBJECT I TITLE k/1u£J L~At::JJ QA CATEGORY I CODE CLAS$ 1(/ /A- 12EDfTION 23-H TABLE NO. 23-M-PRESSURE COEFFICIENTS (Cq) E)I(...POS"C/~e B t.s-=-37 STRUCTURE Ofl \F: /':3.~ ~PH .r: /./.S PIUIT meREOF OESCRIP110H c..~ o-?-r""J' 2.a-:.. ~0 1 4<J"-6::1a 1 ~'-/tJtJ' /.ltJ'-~ot l'rinwy fmncs Mcebod I (Nocmal roroe Method) "23-K 2.7.2 .?4-.3 ?.S .44·! and systems Windwml wall 0.8 inwml l..ccward wall 0 . .5outwml IS /7 ~/ • .3 '2:3.S '27·~ Leeward roof or fbl roof 0.7outwud ~rLA' 2~./f '7~ .32.1 31'·1 Windwml roof '2o.8" 23-f'> 2"1 7 3'2-K' 33.~ Slopc<9:12 0.7outwml Slopc9:12to 12:12 0.4 inwml /2 I~. t'. 77 //~,7 '22-'I Slope> 12:12 0.7 iawml 2c.r ..2..~. tr . '2?.7. 32-T ~~·~ Wind parallel to ridge 2t:fi,'T' 23.r 2.,.7 32.i 31.8" Enclosed struct1lleS 0.7 outward Open SUUClUR:SI 1.2outw31d 3S.t! 4til Sl 5~·2 ""3 Method 2 (Projcacd AJ1:a Method) ·. On 'VUtical projcacd an:a 3Z.8 tt4.3 s-~3 (,/ 7J,q SlrUCCUR:S 40 feet or 1.3 horizontal less ia height any direction" 41·1 47-~ 5'f.(, h$'.~ -n.4 Structures over 40 feet 1.4 borizooW in height any direction . On horizontal projcacd an:a ~-8' '24'-7 32.r 3!.8 Enclosed SUUCIUie 0.7 upward :2"3. ~ Open suuc:twe• 1.2 upwanl . 3s-:.8 'Ia-? S/ .f~-Z 6-"-.:3 Elements and Wall elements .;to.r S/ s~.z t,,,J components Allsuucnm:s 1.2 inwml 3S·i' Enclosed SUUClUR:S 1.1 outwml -~-;..s '??.s 4-~.,r 51·.5' .,o.8 Open ~ClUR:S 1.6 outward 47.&. 54 •. ~· ~// 7S f9f!J,(p Parapets 1.3 inward or 3~-g' ~4-3· . ')."\, 3' &,./ 7/,q ·. outwud Roof elements ' Enclosed SUUClUR:S 3Z. i" 37.~ 4(. ·2 S/.5' r;~.d Slopc<9:12 1.1 outward Slopc9:12to 12:12 1.1 outwud or ~'2.8 3? . .1"' .d/...9 S/ . .J tf,t:). 8 0.8inward 23.5i 27.2. 1~ 37..5 ~'i-3 Slopc>l2:12 1.1 outward or . .::;;? , ~7,~ ..4~-~-.$"'"/._f /-0.~ inward Open SUUClUR:S 1 ~ 4'2(s, ,-s"/f. (" ~s 7.5: ~tt, Slopc<9:12 1.6outwud Slope 9:12to 12:12 1.6 outwud or 47.~ ~d;_? ~7 7S" t5~.k 0.8 inwud 23-r. 2 '7·2 ":l4 .?7 • .:r •f rl-3 Slope> 12:12 1.6 outward or ·.r~-~ ~-l"' ~_, '7~ 'l'!J,£- 1.1 inward '=' ~ .11' •:of~!"' -.a"'· .1" . ~-4-.r-~(),J' Local areas at Wall comers 2.0outward S"1· t, ~"' J>f.l -?3. 7 //0-~ discontinuities2 Canopies or ovcrbangs at caves . or rakes 2.8 upward tf.J.I/-~.1.3 J/9./ /31 /$9,9 Roof ridges at ends of buildings I or caves and roof edges at i cfq4 /o2./ 1~1-'? /~o-.r /1,~._1 building comers 3.0upward Elrvcs or rakes without ovcrbant:S r away from building comers and ridges away from ends Sf-C.. ~~ tf..!'·l fq.? /jt),C, of building 2.0upwanl Oadding connections Add 0.5 to outw:ard or upward C q fur appropriate kocation 91,7 #7d .. .Sif·(, t,S, ~ 77-4 Cbimt1<:ys. tanks Square or rcctangullll" 1.4 any din:ctitw. and solid tov.-ci'Ji Hcugunal ar octagonal 1.1 any din:ctioo 32./5' 3'7-'\ ¢~·3' Sl·.r ~t).J' Round or elliptical 0.8 any din:ctitM1 '23·8' '27·2 g4 ~?.r 49·.3 Opo:n-fr.1mc .~"7-~ ~,;:-s-..r~l q~-7 (tlV!.'CtS·' .a 1.0 any direction .. lid,(, Signs. flagpoi-'S. lightpolcs. minor .f,/,7 ~7-~ j-~.p. 7?.:.~ ' SUUcturc:s 1.4 any din:ction ~J-;~ ... . . . . . . -· .. ... _ ... J' • . . ~- . : ~ ; ... - .• : .. . •. .... • •• · • .• .. j -~ ..... •' < :·· "''. -:~ ... /· .. :···.:. ~ ;· .-:~·.:·.: .·: ·.: . ':-. ~ .. -... ___ .. "•; . ·. ·.: ,. ·. :: -~: . .-~~ .... . . . : '• . '· · .. ... . ~ _,. .- . ·;, . ~-. -· ... .... ., .. · . .. .. _.· .•:.: .... _ .... ,. .......... · . -. . ·. ·.· :··· .... ·· ;•J _;:i-·.·.· ..... ·: - : . ! ~ .... ·, .. : .... . :·-~ · .. ~ ;.~ . . ·.: -~. · . :.~. :-· . :· :-~ . ' . '· '1.• • •• ·: ........... ·.' •'.,::. ....... '· .- .. . . -:.:· ~--.-~-- .. ·I • .:_:: :. ' - .. -: .. :. ·.::.· ...·:- .·': . ·:.r . ... · ...... I •..., ~ • '" .. •.· _ ... •. . . _ _. .. .... · .. . . · . ··''. -· .'!" ,. or '•, o;..- ., .···._ .• ... ·: .. . ' ~ .... -;.. . .. ·' .-.· .- ... -.· . . ·: _'.. ~: '. -.. . ·. ;;.· .. --.• . ........... · .. ,: ":: ·-~ ~ ~- ._ ~-... · ·. -:!.: .·, .... ~-.·_.. .. : .... -. . .. .. ;; ¥.l.~ QN 'N -;.,_..-:t.OL~•fl cto sr~A~ ~ P'f~J-'\9;8, ·._. :. . ~-.: ·:. -•. . :· _ .. -· . . -.. :'·;:;-·-·- "f .. ' ,_i~ .-.10\· r :~ . -· · . ·. ,: . : .. · . ,._ ~ .. ., . -. '.:"' .. -· -· _N~.r#i) . -.. ~ . . . . . .. . ":. . *"!'·. ~· . ' ··:· ' ...... ' .. . .... ···- ~-.'· ..... _.i ·· ..• ~: ; : ;-, .. -,-~' . -..: .-· . _. ·~ . · .. · .. --.... - . : .. : '• ·.-.: . . ···-. .• -.·,! . , -...-. . ·,,;; ~--. .,,. ._:; -. ·.,. i i ' •, . ' (·· WIND SPEED (MPH) 47 t 39-46 32-38 25-31 19-24 13-18 8-12 4-7 I-3 % CALM WEST--- OWN CKO JC NOV. 198-4 SCALE SHOWN M 0 NTH 0 F: NOV, 1980 TO SEP; 1981 P E R I 0 D 0 F R E C 0 R D : ALL PERIODS WITH W-IND SPEED AND DIRECTION DATA_ . No.; OF DATA POINTS: 4615 ~ SOUTH R&M CONSULTANTS, INC • .......... _ caea .. oa••"'• ...,.,..,....,. ~•v••-• 4-13 SHEEP POINT WIND ROSE PLOT Sl~ ---EAST F. e. GRID. PRO.LNQ 451123 I OWG.HQ 4.1 j ls-ro o ATTA C./7 A-I MONTH OF: NOVEMBER 1980 . P E A I 0 D 0 F A E .~· 0 A D : 1 1 I 2 4-1 .1 I 3 0 I 8 0 No. OF DATA. POINTS: 157 NORTH ~ I . ..... -._ ~-.. ··-... ·: . WSW/\ J I 'ESE OWN OEP CKD JC DATE. OCT. 1984 SCALE SHOWN ~ SOUTH R &M CONSULTANTS, INC. ........... oeo~..-.. • .,.. ~·,.....-..,...., ... ..,.. 4-14 I ./ SHEEP POINT WIND ROS.E PLOT F. I. GRID. PRO.&.NQ 451123 OWG.NQ 4~2 ( -.. ' WINO SPEED (MPH) 47 + 39-46 32-38 25-31 19-24 13-18 8-12 4-7. I-3 % CALM WNW......_ WEST--- OWN OEP CKD JC DATE. OCT .1984 SCALE SHOWN \ • •"o 0 •o'•• ~. '•'o '• '• 'o '• '• 0 ••'• r Oo o, '• •o Oo' • • • • •• - /SfOO ,<) 7TACH A-I MONTH OF: DEC.EMBER J980 PERIOD OF RECORD: ·12/1-12/31/80 No. OF DATA POINTS: 744 ·r ~ SOUTH R&M CONSULTANTS INC •-.... •-a•a .. ao.•'~'• ..._,........ .~._.~.: 4-1" SHEEP POINT WIND ROSE PLOT GRID. PRO.t.NO 451123 DWG.NQ 4o_3 I I \ -., i.. WIND SPEED (MPH) 47 t 39-46 32-38 25-31 19-24 13-18 8-12 4-7 I-3 %.CALM OWN. OEP CKD JC DATE. OCT .1984 SCAI.E SHOWN IS .roO t!;t;~ C. SIJc.l A 7 r/4 C h' 4-I MONTH OF: JANUARY 1981 PERIOD OF RECORD: 1/1-1/21/81 No. OF DATA POINT.S: 498 ~ SOUTH R&M CONSULTANTS INC a....o•-••--o•a..aa•••• ..._ ......... _ .l...v •• _.: A. ,I!: " SE SHEEP POINT WIND ROSE PLOT '-ESE F. II. GRID. PROJ. NQ 4 51123 DWG.NO 4.4 ..... WINO SPEED (MPH.) 47 + 39-46 32-38 25-31 19-24 13-18 8-12 4-7 WEST---:- OWN. OEP CKQ JC DATE. OCT.I984 SCALE SHOWN MONTH OF: FEBRUARY 1981 PERIOD OF RECORD: 2/17-2/28/81 No. OF DATA POINTS: 273 ~ SOUTH R&M CONSULTANTS. INC. ·~•-ca•~••'~'• ..._....._.. ...-v•.._. A-1"7 . SHEEP POINT WIND ROSE PLOT F.S. GRID. P~J.NQ 451123 DWG.NQ 4.5 •. ( . " ....... c,--- ,' ····· ~······ ......... : .. '•' '. : .. :::·:::.~.-::~ .. ---~--······ ····· .. ······· .... ~-. ~~----~~-.... ·.-:.·.-:·· .............. .-..... -.. . WINO SPEED (MPH) 47+ 39-46 32-38 25-31 19-24 13 -IS 8-12 . 4-7 I-3 o/o CALM WEST-- OWN. OEP CKD JC OATE. OCT .1984 SCAL.E SHOWN ATT.;;CH ~-J 7113 MONTH OF: MARCH 1981 PER I 0 0 0 F R E C 0 R 0: 3/1-3/ 3 1/81 No. OF DATA POINTS: 738 ~ SOUTH R&M CONSULTANTS, INC • SHEEP POINT_ • NCII ...... _ OaCM.a-.•'1'• ..... _..._ tii....V.YCMI. WIND ROSE PLOT ,._10 F.ll. GRID. PROJ.NO. 451123 OWG.NQ 4.6 ·h ..:·-·· ., ' •. ·-··~·-· ••. • •• / i \ · ........ _ ... WINO SPEED (MPH) 47 + 39-46 32-38 2S-31 19-24 13-18 8-12 4-7 I-3 % CALM WEST--- OWN. OEP CKO. JC DATE. OCT .1984 SCALE. SHOWN : ...... : : .. -·,_, : .. ' .. '.:-' '·' ; ,-.,. · ....... ; ·~·· 1~-:JO o MONTH OF: APRIL 1981 PERIOD OF RECORD: 4/1-•H21/81 No. OF DATA POINTS: 485 ~ SOUTH R&M CONSULTANTS, INC. ........... aea..~••• ~•....a•• eucv .. a-. .. ,, ..... SHEEP POINT WIND ROSE PLOT !IO"h --EAST GRIQ. P~J.NQ 451123 OWG.NQ 4. 7 J { \ ' \. ·"·'·"'····· .· .. .-.: ... · . .: ..• :;:.,.,-.. ,:-:~·.--... · ............. -~:-;.-.· ... ;·~··'·'·· ~-:·:--;-::·, .. -.:.-.-·,--;·.··-,·····.-.-:-..... :--, .. ~····~:-· ........... -.... -.-... -..... ,., ... ,. WIND SPEED (MPH) 47+ 39-46 32-38 25-31 19-24 13-18 8-12 4-7 I-3 o/o CALM WEST_.- OWN. OEP CKO. JC DATE. OCT .1984 SCALE SHOWN MONTH OF: MAY 1981 PERIOD OF RECORD: 5/12-5/31/81 ·No. OF DATA POINTS: 488 NOr ~ SOUTH R&M CONSULTANTS, INC. SHEEP POINT ·~ ... ··-a•a..a.••-r. .._.,._._ ~..,•.,~• WIND ROSE PLOT ~""" -EAST f'B. GRID. ' PAOJ.f!Q 451123 OWG.HQ 4.8 \_ ; -.. \ \, .·.-,.~.-.• ;,:. • •• -.-• .--."~ ~ •. ...-•• ·.'t:~."!"' ............. -~.-, -~ ................ ,-;.,,.,....-: • .,-., ••• ...,-, -·. ·• ,_.,,-~ -..... : •· ........ + • • ·'· •••••• '• ••• WIND SPEED (MPH) 47 + 39-46 32-38 2!5 -31 19-24 13-18 8-12 4-7 WEST~ DWit OEP CKO JC DATE. OCT. 1984 SCALE. SHOWN IS.SO 0 ~~t. G XJrrrlJ cH n-1 ~DC· J MONTH OF: JUNE 1981 PERIOD OF RECORD: 8/1-8/12.8118-6/30/81 No. 0 F 0 AT A P 0.1 NT S: 616 ~ SOUTH R&M CONSULTANTS, INC. ............ .....,.. •• ._ ..._......_.... e-.-.v.,__ SHEEP POINT WfND ROSE PLOT F. B. GRID. PROJ.NQ 45112;;. OWG.NQ 4.9 <'~ •·; ., ... ":"' .-. • • ·, ·········-·· . . -.-,., .... -·; _..,-. :· ............... -.-~ ............ ~ ................ :.:-.-.:"- A rrAc H ,4-; , · .... _ ' ./ WINO SPEED (MPH) 0/o 47 + 39-46 32-38 2!S-31 19-24 13-18 8-12 4-7 WEST--- DWft OEP CKD JC DATE. OCT .1984 SCALE SHOWN MONTH OF: JULY 1981 PERIOD OF RECORD: 7/1-7/17/81 No. OF DATA POINTS: 396 ~· SOUTH F.ll. R&M CONSULTANTS, INC. SHEEP POINT GRID. ........... _ ... ~.... ... .... -~ ....... WIND ROSE PLOT PRO.iNO. 451123 DWG.NQ 4.10 4-7? --- -::-~.-: ....... ---~~~~::. ~--::-~~:.~: :~ ....... ~~~-:::: ::·-~-~:-.. -; ..---~ .... ;;:~ .. < .:::-.:: .-.~~-: -~ -£:: ~; ~.;:-.., '• ,:~::: -.~. :::::. ::· .-:~;--.: :-:: :!·'· :. : .. -. ~=~~~-.. 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A. c., ) INSTRUCTIONS: Summarize your phone discussion, noting participants. date & time of ·call. Indicate desired distribution at right. Call reporter must insert File Numbe~ and Subject(s) in file box above. Clerk takes care of Chrono file copy and distribution. Call Date 1/-!B-8.$ Time ...;:.3~!3:;;..;0=---- DISTRIBUTION: JJMPlante/DLMatchett DOC GF ___ __._ JJGarrity/Chron Files T C:dtikos/DOC JBk __ wl' __ DPRyan " JMMissel --.,~--- NABishop/ ANCJBk TK_· WP fh,Q _../ __ _ LCDtm.can ../ CLClark ---- TTReilly GEEng /.{!. S#C'tZriiQ.../ --'---- Incoming -----Outgoing ___ ,;-:_. __ _ Between 11/. 81S/f()P SWEC & ~-----------~APA & ___________ ( ) Originated by: ;(/8/..JfltJI' /H,;v/1WoN' DISCUSSION: t!&t..u::g 0 ~/,(;' 1?£6,s1,ei)J' Nllo./0 ?t!t&JtJ 11/FO· 812 OE..S14'-/ t:J~rret;~. -hlt9s£.I I/Y't>lliJttJ6Y,eY"e.r '',fJEVt£/A/Aw.a ,4',v.<ft.y~;.J ",: HJ.sr&JI21~ /(/1.va .tJ.4rJI!l EY Rf ,_, 07K~) • HI..IJJIA.IIft.J IUt.Jn';tT~ /) /)t<ltt A ar:-A -H«~s E.X.~£1ZIE:A./a!;:J /1.4 n:J /U41C"i<!77!0 7lf1Qr ,(>t-f-1 e~rt:J~..s ·PI'ISE-·1/f.PIVa S~JeEa..s t/,1) RM-;v.rr ~IV~IT/00' To AI ,t;vc,Y .4S .s-e;; t%,. 4~V/fE~ .h'"ly /,IC/4AJT TO I.VC4&7Qs-c l!JEf/QA/ ..,-.,P~s. ACTION REQUIRED: _z=;..--,q L. 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J§"".7oo -s"J>c.J I REVIS I ON I PAGE-/f!fl~". . . II-~ PR~~/DATE , /H-e)Z n1Arv I REVI EWE~ I CHECKER/ DATE , lMUAt!&a-3/udrl 11NDEPENDENT REVIEWER/DATE SUB.IECT I TITLE rz e'V/ en; n:-I I QA CATEGORY I CODE CLASS I ,, ,, PE71'1l }flh'f71"NTY/"~~ WIIV/) ~~, C?/ZP~,ht/l>S ltNSJ hSt,/ Fl/r. A:r-: , 2JZ. ..;/ /. 5"fi, = 5'Z. 5 ml'l-l " c~r WIA/J> SJIES PSl trlti~A .171 , HI!UeL '1 I"''E"JJn;' fiVIIV)> SPEEJ>: / 3~P&I Jz.t; JZIJ I. 3:;, j, 3tJ J)Oif:#./ VI/J.IIE I!.HTio :Z. I = ·.3-tJ sec. CPNIIEfl'l.l HIS"T7teiC ""''"'1> P/9-1'14 'n rt'J111'17V H"tJVIZL'f lv1NJ> ~l'~s ( 9" .; 52. -/ 4r ./ · ? /.5{, -;..~I. 5"PJPH ; -;:;;:;. = ~ "'""' ~· /,ill? = 4--I_ ,.,1'1-1 ; MI1.JI'-I-JIM2' '1 ~~t:'EJ) ::::6 /. S' .-t'l-1 7~.:J --;t.; --/. z 4- /.Zf ~~~l!r"= /. f3 " ,, /t:)&l H-'1/Tt/,.~ 1'111:7/N _,~ =-/. 31 'I ,, ., ,, ./ ./ - 7 ~. 3 /111/-1 w/lh1Ph17hv~L. ?AeTN. - - "'" I I -..1 .•. :F .·. /,. ... --l ----- ; ; ; .. :; • ' _.,·. R21/2a ;_ FRotYI · '1 ~RA-J1L~?t LAI!!t= H '1 i/ll&·et.e-c. fY.liG 1', .... n=c~ 1>1h9~F' I I-IYf>J!.&-I.P.t;.y /?ep,:.r.zt . ~E'VI~ 11-~l> /llv#' 'IJ.I s. 1/t 77PP-I c W,-,-.iJ _)) /1 T?J . II/ ~F h 'J: - , (. At.P ;) .I €11Rif'l"'d 't I 1!3 z '()pArr; TABLE 4.1 BRADLEY LAKE OUTLET -MONTHLY PEAK GUSTS (STRIP CHARTS). Peak Instantaneous Peak 15-Minute Peak 60-Minute Speed Di r. Speed Di r. Speed ~t<.H!JJL.. ( mrill.l_ Date (degl (mgh~ Date (.deg I (mghl Date 1 ~Ul.Q 53 M 29 ·.July 511 29 M 29 52 Ali!JLIS t 59 10 M 49 10 M· 43 11 September M M M M M M M M October M M M M M M M M November 74 ~~ 211 ·M 61 24 M 59 24 !Jpcembc r 82 30* ·M 71~ 30 M 69~ 30 illJ. January 67 01* M 56 01* M. 53. 01* February M M M M M M M Mil rch M . M M M M M 14 Apri I M M M M M M M Mily 39 29 ·go June 35 09 90 July 59 09* 90 53 10 90 49 August 55 11 90 46 11 90 44 September 45 15 90 October 79 22 112.5 60 22 112.5 62 November 74 24 112.5 61 24 112.5 58 December 65 16 112.5 49 16 112.5 47 1982 January 47 14 112.5 February M M M M M M M March M M M M M M M Apri I 58 24 90 49 24 67.5 48 May 60 07 90 50 07 90 49 June 65 28 112.5 55 28 112.5 53 July 58 29 112.5 48 29 112.5 45 August 49 28 M Septembe_r 77 12 M 63 12 M 54 Octo~e·r 49 11 112.5 NOTES: T. ·wind speed data are missing for the following periods: July 1-17, 1980, August 12 - _November 5, J980; January 12 --,May 23, 1981; July 18 -August 11, 1981; January 22 - Apri 1 22, 1982; May 19 -May 20, 1982; June 1 -June 24, 1982; November 18 November 20, 1981; July 17 -July 21, 1982; August 24, 1982; September 15 -27, 1982. M M M 09 11 22 24 16 M ·M 24 07 28 15 12 Dl r. (deg I M M .M M M M M M M M 90 90 112.5 112.5 112.5 M M 67.5 90 112.5 112.5 M 2. A dash (--) Indicates values are not availa.ble as they were ilot determined during data reduction. 3. "M" indictes values are missing. 4. An asterisk (*) indicates the same peak occurred more than once this date. Remarks W/S only W/S only W/S only W/S only W/S only W/5 only W/S only -I =-• .··· '., ! ! i ' I ~ I ( ,..... "' I I ..... .I ~ ! I i ~ i ' ~ •' ' ...... : ::. I (X) ,-..... R21/2.11 ·1. r TABLE 4.2 SHEEP C~EEK -MONTHLY PEAK GUSTS (STRIP CHARTS) Peak Instantaneous Peak 15-Minute Peak 60-Minute Speed Dlr. Speed D I r. Speed Dl r. Month' (mph) Date Cdegl (mph) Date Cdegl (mph) Date Cdegl l2.1!Q June July August September October November December l2!U January February March Apri I May June July August September October November December 1982 January February March April May June July August September October NO"I:ES: 40 84 70 50 96 • ., 44 83 94 81 83 52 75 52 57 64 47 48 84 70 59 78 74 59 56 M M M 116 52 25 10 09 12 14 26 31 24 05 11 02 03 27 23 11 15. 16 26 16 28 03 20 23 07 28 16 160 135 150 315 340 060 320 M M M M M 160 160 150 135 220 160 090 060 170 190 170 150 160 140 N/A 52~ 42 22 50 N/A 39 46 47 46 33 48 27 35 37 N/A N/A 115 40 34 50 48 40 38 M M M N/A 26 10 09 12 14 31 01 01 12 02 03 27 23 11 26 18 09 03 17 23 07 16 070 150 270 ·315 160 160 M M M M 150 . 170 160 .160 045 060 160 155 ~60 150 135 11 Wind speed data are missing for the following periods: 6/1-6/24/80, •• .;! 7/20-8/6/80, 8/27/80, 9/26-9.,(30/80, 10/20-10/23/80, 12/20-12/21/80, 5/13-6/15/81, 7/4-7/19/81, 10/22-11/20/81, 1/22-1/26/82, 5/20-9/26/82, 10/26-10/31/82. 2. "N/A" Indicates values are not aval labia as they were not determined during data reductron. 3. "M" Indicates values are missing. 4. Dates of occurrence are approximate. • I_#__ N/A 46 38 23 44 N/A 36 44' Ill" 38 30 N/A 26 33 33 N/A N/A . 40 39 32 48-E-- 46 31 35 M M M N/A 26 - 10 09 12 14 31 01 01 12 02 27 23 11 26 18 09 03 17 19 07 16 090 140 315 270 180 160 M M M 150 160 160 150 030 060 160 155 050 160 135 Remarks Very gusty. Variable direction. 1-min avg 75~ Gusty. ,. ...._ - I i \ \ ~ i I I \ I ; .. --·., .-.... ' ( i .. .. ~ ·---'---~~4-·-"'·· ~---···---~---... ·-·-;-. --·.-.-.~ ~.-:.-..:-~·· .. ~ .. ~ ..... '~-· ... '. ~ .,. .6. 5010 64 I FRONT! CLIENT S. PROJECT STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE . '· APA -8/2./Jt:J~cy LNI'<:.C #y ai'?C) EL.ee.T4/C p;za.rec r CALCULATION TITLE (Indicative of the Objective): t:$A./t!JIA/ .4'V'O ;c..e· ~c::l"''l a...s Fo/a .l? £s, ~--v Ce 1'1Z-i?" 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"7"". -~.-•• -: • -~-.·':-.: •• -:.... • • ~--·:.-:: ··-·. ---. ·: .. -·.-.-.: : CALCULATION SUMMARY ... 5010.62 CLIENT /PRO.JECT STONE & WEBSTER ENGINEERING CORPORATION 1 .1.0:/W.O.~C~LCULATION NO. .er5CJC7 / sDc, 2 r:J;P~ -8..1Z'".4.c;e:.cy L;<;k"E h"'~~/2o ?.~arc-~ r SUB.IECT /TITLE REV.ISION, I I PAGE .-,(' d 3 OF /' ID QA CATEGORY/ CODE CLASS ·N'/-4, I i S~t::Jvv-.4 ;4../,0 /te~ £cJ~a.s 'FO/Z ~ES/1:!5"-"' ~~/,t; \ ,( / OB.JECTIV~ OF CALCULATION i I P£~V/0E s-~~~/ ~.va /C£ Lo.<J-Oh'-"(!j /tV~chZ..A-t"AlT/<J...I For.z i d/Vi't::, / ..s'r,eV(!T~/Z,A '-4A./~ ,4 ZG-fi/T~rU'/f?A(_ lYC:f"/61'<./ (!,e,T~I'2r 11 CALCULATION METHOD/A~SUMPTIONS i It Asse;~E S/;au-e:-;r~~s-.t:/~&JE~ ~.VJ/oee.,</no.-V 4 ZE 01'<../~/ ?~,z77-<J.:::.::: y Ex:. PO::>~ To Fv.:::.'-W/A/0 ..$"/.<./C!~ T/Zcc-:J j!!. IE'dc/C 0'8.ST/ZUCT/.0-.J".J" ,#;l(ly 4.:::..:::-o!A./ FCJ<i!.. ....J"~cwvE..-z.. ;-v,-~0~. '2. ,4:;;:-sv-_.;,e R~,=s REL4T/VEL_7 rLAI· d~ ;tt{:sso..-,E ~ra~e:-ru-;;zcs-.4~ cz_,u/7c.4t::. ro F//c/.::://7 oP" rAtC/~/7j'_ c?-4/T/.CA:I'-TO ,P'tO'-'./E.fii!. ~'2/u,; .HeA/Cc £;--,e;Jt..~E'NC.F~ 1 f..lo ;::/Z4r /L Icc /.A//L.L. r-o;z-'7 ./.::J. Ar:~e-cr tO_,vc;-z.s/aAJ s-r~c/ SOURCES OF DATA/EQUATIONS SA./CJK!" /. .2/e-PT. aF A;z~y EMt!{IA/t:iEi'Z/N9 ,(M<.J (.)E~I~.v-S"~tJw tt:J,rJO..J CONCLUSIONS /Cc;",' en. 1110-3-.317 t. ~¥ t'-1 t!IV/~ O£SIG;Ao/ tf.e;TetZIIf, DArer:J lr:J/zB/8:-" ,fT(i<JcH' A-I ~.s-?:,C 85 P=/' ¢/Ze:u., ,..,-a ~ ~.-4 a liZ<;o;: u-<J a //OJ ~/ JA/~/ZACL: ;es:;ec .d IC/.r£" c:r ~ -::;-..Vo ......J .c&> ~ ;-_,..?cJG ;r //0 -;::-sf ~ 7r/~ L~~z;,e. "E~c::JT:r. Joo Ps4 ~ ~trr A"I'-.PJAIGS.i!l. · P'~c= ?' x .::r ~£"~tC.e-aL.Je,z,_/KIA..J<§ /r ,...,cJ /d;/,h!:; 4~4/' R~~ #¥()/.2-J , REVIEWER (S) COMMENTS lfrrli--PREPARER DATE /Jj J) .lv I :pti' f'TPtZ iP -PrZeP~ /-11 /c ~I( .r {) ,J /1-/~rtr.J ?y;~ -C,.Y~et'-REVIS'(:ER /CHECKER DATE (!,Hge,~~-1-:Jo-8'G. INDEPENDENT REVIEWER DATE -~----· .... ... -..... -. ··-· ------.. .. ---· . ---' ··---·--· '" ·---·. . -· .... .. -.. --.. ... ······ ·-· ; \. / ! CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION JJ.O./W.O./CALCULATION NO. !REVISION I PAGE •so10.s1 /S"~OO / S DC· 2 0 .;£ PREPARER /DATE 'REV I EWER /CHECKER /DATE 'INDEPENDENT REV I EWER /DATE #R,ij~stt?# //-/5-85 s:'.B,M .. Bo j.!.J+A.f'.l J-3D-8b - SUBJECT I TITLE IQA CATEGORY I COOE CLASS ·. :, 6,;.../o VV e /ce ~;'ll().S rote OES/49"-/ ~/?'Z5:iz./"(/. M//9 / - II R€.: iJEP/ or ;4/&#Y 'E,(/tf/~82/A/9 .,¢;(./~ .{)£.r/t:!;IN-S"IV'~w LCJAOS " k/HE~ ,' tJG = EK~~~;ze FAcrt:Nz. .~c -l'#E,eM,q I. ,&;/t!!r()/Z. - !r -::: _e/S'_e ~CTal2. ,Pf' : /:'fAr /?oa= .PES!(/;../ SIV~W ~-4~.st) ( 12car:s wtrH ~L.a,;Jt:s ();: £ I.'IZ 'd-'::. '~IZdt/tV(;) J'N4W UJI!Jo(?&/'"J ~t:::) f'.$/(B-<JJ'~ ~1-o/ /l~~e.~ ;t4t.4Sc.~J . ~e'I(/I)IN4i.f ,/.1 e:tr .. 7.$/'s-r (~~sea "N' k'EIV"'t1 ~t..lf3rt<.q . _ . ~Ell ()1~'-7 S .. --... ---------. ·---.. -___________ t~ : _/j _ 8A~E~ Ow rl1at.t: Pl 1 1/'C-r-t IJ . _ ____ _ _ _ __ ·-·-------------·-__ _ _ _____ JAifi!Y2-e .,t.Jt2cAJ Clt..etOt2ED B'-/r ________ ·--. ·-. ·-----____ . ____________ PH'/SICifiL t?l3!r/lt.lcl7ottJ.J r!'ucN .. -~---______________ ._ ·----___ ~~~ eocic.r t:)uTC.IZQ~.s1 r;geE.s_. ___ .. ___ ..... _ _ .. __ ___ ~t::'Pt:O ll:'~VC~ t::://Z c!~u(..£) _____ .. ___ _ _____ . /)tZt:/iJV~~ t?~ITI$S' /4/ W/tVO_ _ _ __ ·-_ _ .?trl~. ,y'~ScJ St:t.ei=Tea ~-- --____ . __ _ _ _ _ ________ L/bN'.Scff?(,/,<IT/vE 14s "-"flt-vc ~l! ~ _. --· _____ . ___ . _ _ __ . . . __ _ _ __ #,..v-1/y ~t:)G,<J G. .S, . ------·-------· -· .. -.-.. -. et. :._ /-3._ -. ~.z-~~CS' /;(/.fu~,-..t.7c::;) fii!?aff!J;r:::- _ d:?c4~~ 7 T.::J T~t..L_l ~~-::or Bt ~t!} d=72t:J"-7 IIE,q r ~':TCAJ~c ~OT ~'-~'J TR~c_) •1 • ('16. _> /1~ ,e'/ij~cfr.-vT~.a ~r~ . -_ ~ .. R "7 2o \ ( · .. ' CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION. .J.D./W.O./CALCULATION NO. REVISION PAGE &5010.61 ~~oo/~D~.z 0 =r- PREPARER /DATE /IJ.~. r-t/f¥.StJ,J /l-Ib· F .J REV I EWER/ CHECKER/ DATE s .g,f!.&/k.J.lltP-.1 J.-3o -€b SUB.JECT /TITLE QA CATEGORY I CODE CLASS .. _ . .s-tf/"w AA./a /ct:: C"Ao~ Ft:Ja.. JJe~tt$~ t!41'~J.-t;<J A.l/.4 d,..-= 1-~ ·. rt<Jat.c .P ttd.ucJ/T/().-..J 3 ?a'w tY-2. Ftlfo~; ;7 ~.s::e~~.~r~~ ~ ia t.A eq<:-l'oiJLI'--t:Jus-. 41Va -sy:s t:, ~/2N;), · ?;re = (b.~J(/.1)(/.J)(;,z)(~o ps,C) Pr .:: .cP1·18p&('~ &.2.~.r,C If: ==(o,,)(/··1)(/.~){/.Z)C7s-~r) ?(--= 77·Z ~t ~ 77 ~.sf. k'e',c'" 7f?tft~ t!IVI(. _t)ESI($/V t!.2tTC-e/.<J -&S" psj Fo/2 P.tE12!7"Jt..tc;Nr ,4,VI'.) re""l-v"/2~1Z7 1!19""1/fJ:I'-e?e.i l4t1SS SE€ 4TTf(JCHC~. , ··-I I. •• ..4 •• ·-··· -p/' = -nps,C ( EtpuJOTtoN 3 ) :St.tJf)t:fJ t2ooF OEStt!?JA.I .J' IJ'th.AJ i..CJA a , -·-· -·----------··· .... .. . . __ r~H REF I 1 ___ t:h$,utec ttl-~~: /.0 r o .. T#F/2e __ JltttL Htt:':rr ~/~et,7 Ator .BE 141.)../~tz:AJ. 'T Sr;tc.t'Ct1./~t::'_ •. __ l'04 .4-vy -~TqA~a<JA/_ ecost:E etC£t:hL91f ra A,c;::-ccr F,~u4o_ . . oo /l()DF .Prb!J..T~TS AIU'~ _ (.t!JC4t.,_ ~tta.J liti~''-<J uf) ~Lf:i;l)'lYI.C£) ____ _ ~J./ 411.//V-'l1J/.IJV4~ ~~rv~tJrt.l,J d.ldr/~_ ' ·------------. ··--····· ____ ,. ______________ --------------------··-... ----.. \ . \ C~LCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .I.O.IW.O.ICALCULATION NO. REVISION PAGE &5010.61 PRE~RERIDATE /'~"~;JJ"cJrJ SUBJECT I TITLE /s-~ao/sz:>c,2. o ~ REVIEWER I CHECKER I DATE 5 .B,Ii· ~X.H 1'\~J /·3D·~ QA CATEGORY I CODE CLASS S/./r:Ju.J .4'1./f.J ICe L",q(),: A:JIZ I)CSI~II.i (!IZ.tTC'Zt~ N'/A v.rc- As At~r;w /OG)~ /IVtUeltJ.s~ ,le/L 3-7.3 t2Fr-I. AuQ tft:'JA./J"/4)E,~t4T;'a,.J 7~~ r S'L/()INt] oS""..v"o'-c.l ~r2d~ --~.o~ 4 l?~F t! e)t~ £-~ '.1£ 4 t t:. o CA) c:-r.;; 7-d Ate~ TIE 14 u.aw !iael/~ /Mc"tli;4:;-t:E f:r::J/2. ()TH&Z, 'P~c. • S~psf Pot = 38 f:;{ L/t..ILO.<JIJIA/§ /Z~t:J,t: -F~t2. ~'-~ /U)OF..S" ~E EFFEcT ar- KEH~v/IV§ H-4i-r-T'IE f,(/aw t,o4 !2 ,Fte~!-f I(/ IV! A:Ja TlcJr...J fJP r~c L~~a~ Arz.E 4 S"H'lt,C '3C 11/V"~S{tt]i(JiC'O. tiS€ 5" ps,? SL()~S 7 ftJ·'IZ ?EiZ fJ.//. 2. Ret= I . ~~~ iZEIJ/,/t!fo;uJ-5 ,q t_t,..()v.JfZ~ SlfA (...t-8£ ~4./S"/t;;uca Per2. 3. I 2 ,f 12E/= I htA.tti4VM. eaa;::. ~~ /' .yy:tz ~~".r t4- /:tz (f)c. r -· . . . · ~ = ?7Prfi'Spsf .;_ 8t. ~,C --·-?r= a.s-rsr-t ~.f"'rs~=lto?Sf .. ---- t:JT/1~ LLJJ..JE/2. @aFJ {p,e1rr) f',c -~Sf'"f -f" 2~ fSr = /IO f.Sf ( , ___ _ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1,0./W.O./ CALCULATION NO. REVISION PAGE 45010.61 PREPARER/DATE /h-I?. m .<J ~ tJ "' SUBJECT/ TITLE /fft)O I SDc:: ~ 2 0 REVIEWER /CHECKER /DATE .5-f!>, H. Bo,J::.H A--"1 7 QA CATEGORY I CODE CLASS lttE"¢S'tVo~J..J '-c;,qa~. F~a /)ES'II$A./·t:!/Lt1"E4-II'f #/1'9 . 'Z. /C c l.tJrtCJ .S · Tflt: EU4t.Ut:02. .J/'ou .. L oer,q~l\/ /CE t..o~a /A.IrcJt2~~Tio-v RlV'"f . ' lx..-,<J() P/~~6#' AE.FFC"cr Td ~ tf/flu//LE'-/~'Z~~9 A'/Cl'?tJ-c.J btl'~r¥.J BJ 1 ~c-~l/&t"-I"A£r51A.i9 4 ..rr-1.ucnr4~ /AI ,v;l..f e~.cc=v~/c M.-<J~...,-~Wot. ~-~/N ~.:-. t!~~e:.v~ r~ VN"-"E~ /1 r?;'J~~e-,_, T~ ~F/cF . IA//nt'. A /1--1~11;''~~"'7 Q' ~ f,Fter/.:').;/ ...( ~ /7""' /A./~e= .. ~ 1/C""'N'II.Vf¥~_.§' T#c-;E~~t: r ....... __ ,_ --. ·-· --------·----·-------·---~----.... -· ··-··· -~-·- CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION &5010.61 .,.J.O./W.O./CALCULATION NO, ~REVISION IS"~o o . o ~ -s D c. -'2 I PREPARER/~TE IREVI~WER /CHECkER /DATE I INDEPENDENT REVIEWER/DATE D. w. ~OilER.. G-'2.4-87 Uk 5t..f-'eZ,;?JA-It/ 3-1~-d SUB.JECT I TITLE ,...... IQA CATEGORY I CODE CLASS .-·--., S~oi.U l.oAQ l-...> 'DAM ':.I"T"E ~~~~--~~~~~~--~~------------~--------~~------------- ·'-·' - EVA\. VA:ie:-Sl\lOW L.oAD FoR Pow~.lt ~ n,v~s I o,..) TvNAJ/::1. (;,A"'l"Cffdurt:. lffli5t; 8UILIJ1~6S -~ ES~ /2121)/SetJ FllDAif 5LO(JI:7) (:s 0 /U 1'2..) M~l+-l (&LJPIJ~~ z. 3, 4. ~ #JCINEt;llt~ lic:.HAJILA\. l>tp•r OF ~ ~oF ALLewlN&. II~ Jllo-3-"317 ~N~ , zjs/8o Lo~tos ·'' J oF Upp~ ~IJS7JWc:T1Al,J ~P A.1'Fl(AJA-7711ts.J Wea.~11:( ~,u;. ~~, J M"'i 19~7 (E"xc.~pr ~ArrAcu B) £J.J\IIU-.J/o-11CIJ'77'n. A.nAs df!! .A-t.MM 1 JIAR.TIJI/t-~ f .jtlHA.JSo...J 1 1984 · 4:rn.-... G. ~o'c.er{ (soli., ~~~1.41'c..t~ s~U/CE) 'TO IJ. !3rJ~f t..cC-ti•lc"[l ~/->/87 ( ArrAc-HNit::NT C.) s~~ loA() FO~ A FLA~ R.boF (J 0 AJ /'2 /tN/) L C'5S ) IS CAt.C:.ULAnl] !y ·. ?.c = o • G, Ce 4 C r ? ~ .... , Jf • fla& not -load 1a paf .c.·......-. t.ccor c~ • 0ena1 .factn" cr • riM factor r '• • ~ -1oM ia pet fr. ~ula I or F~a 1, 2 or 3. Table~ UI. !zpoRft factn'1 c •• Sitins of structure "' c:. A. Windy er ... vith roof upo•ed 011. all. ddu vith I o.s I ao •belt•r afforded by hi&her •tructuru or tr•u. 1!1. Windy ar ... vith little •beltu &'ftilabla. 0.9 c. Nomal. sitins. 511.-r-al by villd C&DII.Ot ba 1.0 ralied 011. to reduce roof load• bec:aUIIe of other hi.gher •tructuru or trau aeerby. D. Ar ... that tlllperieD.Ce Uttle villd. vhare other 1.1 structuru or trau •bel. tar the roof. E. De11.11ely forutad er... that experieace Uttla vind vith roof located ti;bt ill ..aDs cOilifars. 1.2 *'thetle cOIUlitiaa. era DDt j 1111t the illitial coudi tio11.11 but also tho•• that are likely to ~•t duriDs the Ufa of the structura. Roofs vbich COD.taia •-•ral lar&e piacu of 1Mchall.1cal equip-De or . other ob•trucUou do D.Ot qualify for aitill& cate;ory A. R.8l<SctJA6 C..E" Ass u 1v1 f'( L-6N R.f{ DAt>~c;-ITC l)UlLbiNC. Assu1-1.a F-OR. P~w~l-!ous (..(JA ~~7711~ Bu, ,{; ·.' ' ··~·: CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION oJ.O./W.O./ CALCULATION NO. REVISION ... 5010.6{ PREPARE&;L( DATE lJ,w ,'f-'o ( ~ SUBoJECT I TITLE /--·~. LoAo ·."--"' 1 oa, o B-~ I QA CATEGORY/ CODE CLASS tabla IV •. rbar.al Factor, ~t' 'rhar.al Raaiataace, a,· ft, 2 •hr•°F/IITU** 'rhama1 Coadidou * 1<10 10!,1,!20 1>20 . Co11Uauoualy heated etruccure with .!!2. veuted attic 0 ' 9 1 ' 0 ~ Cc~.>'-O ~I! A-sSIJMcP Coatilluoualy heated atructure with a veuted attic 1.0 1,1 1.2 ~C( e,W)~ "'"'111"11i.Jil W Structure kapt juet abcwe. fnedq UDheated atruccure 1.2 1.3 1.2 1.3 1.3 1.3 * 'rhae coaditiou ere aot juet the illitial. coaditiou but aJ.ao tho .. that a::e likaly to .U.t duriq the life of the auuct.ae. ** V • 1/R; thue if R • 10, U • 0,1 aad if R • 201 U • 0.0.5 ~ Very Low 0.8 tow o.g Ramal 1.0 IU.Ih 1.1 Strllctur~~t~ iD.frequatly occupied by baaua aiul where collapee :la ac; likaly to cauee illj~aY or other acioue coaaequenee. Structures iD.frequeatly occupied by hUIIIalla (e.g. qricul.cur&l builclills• with low lnDaD occupaacy). Maat pe:maneat struc t.aea. Structuree where large ·groupa of people coagregate, . Alao caDfiaelleDt struccuru. Typical, ezamplu: (1) ~1tor1111U, acboola, thutera aad relig1oue •tructur~. .• (2) Recruti~cal structuras, diDiag ar~~t~a, recatl •cores, factori .. aad office buildiage occupied by lar1e sroup• of peopla. (3) PriaoDS. (4) Baagars ~ other laag-spaa structures haueiag ezp-ive equip11mu: or critical uteriale. !liaaUa.l structuru. Struci:.aea where failure .. ..,~--- f:ra. a ••ere •equeace of •-eveaca-uy cauee •ie- . aificu.t 1o .. of dateD .. , -=ic:atioa or d~t.ec- r..,-capability. TJpicel eu~~plea: (1) Boep1cala ad other ...U.cel structuru brriq euqicel or -•uc:y tru-t u .... (2) Fire or rucue acatioua. (3) P-atetiou aad other utUiti~ requir.-1, ill au aerBIIDCY. (4) Prillary c~tioa auucturea, (.5) Stncturu hav1q crit1cel dafeDSe capabilitiu. (6) Structures illvolved ill haadliag, proce .. iag, or acoriag s-1tive llllllitioaa ·or procuau, DUClur veapom:y; chellicel coataiDat.. or bioloiical CODtaillat ... (7) . Cu or petrol-acorage auuccur ... '.?.5· ?"o = r:~ s~Q As,~""~:;."""#,;) F'c'1. Pow l::-7t Ho cJS ~ t\~s v"1.ro Fot(. A\.L ~.JEU" ~C..iU~ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION 1 ..1.0./W.O./CALCULATION NO. ... so1o.e1 15S'oo. cH? -Sl)c-'"L. I PAGE /0 PREPARER/DATE _I REYI EWER /CHECKI!:R /DATE I INDEPENDENT REVIEWER /DATE D ' w . .Po-rrEJ:t c; -Z 5"-8 71 W / 51-1-eJt.A'll/1./ '3--I&--~ ,----. SUB.IECT I TITLE IQA CATEGORY I CODE CLASS · · ~S~~~~~~~~~~~L=c~~~rn~~~----:b~AM~s~tTe~----------------------------------------------------~-------------------------- ........._/ u.s. PPrs-r lt-t'\1.... w~ q~~n.y w~ L.u!T11 S.o&t.UFAU. APPIJ<.OX-'1'1A7i::'-'y ;Joo% ot= -r1-tc BT!MA't'eQ IWI:~E (Sec 4rr/'tCH111~{ C.) . A /I. ~UAtt ~/2l)l)t.JJ) SIJ&W Dia'"n4 .: CD ~ br:t7 DP Alli1J /i:l-ll '-E7rb~ /l/tJ-3-317 J 1/IOLC JZT) IJ· 2'2.) U~lJS .4 M,q.)CI-'ltJ"' J>ef\JSI"') ~;:: . 25" jJc..f. 7Zi-£AJVI80J.1Me-...J771L A7'211J O,t Au,.s.kA JAJott.A--res C~LtnJAJ.O 1)"-rJ"'IT/E:J ~ z.o·~ S'S"~ 77flr De.JS17 ol= WA7t-~ (o.3s-x. &z.4¥~f1:.~ :u.s pc.l-l 0srrJG ~ C..OEFFt ct~rs. Fe1.2.. 11+E .DA.,lHI ~1 ~f= ~~ LaAQ ,. f+ '= 0. lo3 f~ ~ 0·"3 X ls;Dpst :. 94,5 fs+ USE ICC psf IA.J(.~E" CA-r€1/ouS€ i(cop:: ~~~ C..OA-o "70 lo o p.s f.. ~~ I.S ~I.J 1\1 AL~.IU r "tt 4' (Jo%:Y R.t;o~ $1\)ot,...) 0 fl)"r li - ~(too~ ) I ~ND (). GR..cuN-o s~ L.oAO ~F /5'1 ps o·bs c:JIL. b·3~ ba>-rt./ . \ •• ' .----...:..:.....-•.-... ~---..... -· -··==..--.--------~---··. 2/52 1 FC05C 551091 7/19/85 Rev. 10/28/85 BASIS OF DESIGN -TEMPORARY AND PERMANENT CAMPS Design Criteria / Snow Load: 65 psf · 25 year recurrence interval for Seldovia. From "Alaskan Snow Loads", USACRREL 1973 and adjusted for terrain and climatic conditions. Wind Load: 30 psf 1985 UBC, Design charts for 100 mph wind adjusted for terrain and elevation. Seismic Zone: 4 1985 UBC Environmental Minimum Temperature: -10°F Maximum Tem'perature: 85 Heating Degree Days: 11 ,000 Environmental Atlas Alaska TEMPORARY CAMP Location: floodplain of Battle Creek as shown in feasibility reports Housing, mess facilities, shops, stor,age, etc. Conceptual design with performance specifications. D~sign of camp pad area showing grading, etc. PERMANENT CAMP Location: Approximately 1000' SW from powerhouse as shown 1n conceptual drawing. ___ ,. _____________ -·--------------------····----· ____ .., ___________ - cALc. l~soo, oa -S De. --z... B-1 3.0 TECHNICAL EVALUATION u A.sStSS.V!~NT df: 3.1 SITE DESCRIPTION 3.1.1 FERC Upper Camp Upp ttl.. ~tJS~c..Tti),u C~rtvt.p At r"r)<'NP..1i'ol(;i" The FERC upper camp is located about 1.2 miles west or the damsite. The FERC campsite location is situated near .the summit or the lower construction camp-to-damsite access road near Sta. 860, and south or an elongated lake whose water surface is at elevation 1392.5. To minimize environmental disturbance while maximizing use or available space, the FERC upper camp would be confined to an approximately 5.8 .. acre area within the Project Boundary. The main access road bisects this campsite, which may present an ongoing safety problem for personnel. Leveling or the rock outcrops to form a relatively level area for the proposed camp building layout requires drill and blasting. Approximately 12,000 cubic yards or grading work would be required to prepare the camp pad. The elevation or the FERC upper camp would be about elevation 14 is after the area was levded and graded. Parking would be available in the camp area. Observations by the Construction Manager record that the higher elevation areas where the FERC upper camp is sited are subject to deep snow accumulations. Snow depths approaching 5 to 6 feet w~re observed at the FERC upper campsite during the winter 1986-87. High winds .are also prevalent at these higher elevations, causing snow drifting to occur. Drifts up to 12 feet deep along the plowed access road have been reported. The combination or deep snow and high winds create recurrent snow clearing maintenance problem along the upper 'access road. It could be expected that similar snow maintenance problems would be encountered around facilities placed in the FERC upper camp location. 3.1.2 Damsite Camp / The damsite camp is located approximately 0.3 miles north-northwest or the damsite and adjacent to the Bradley River. The damsite camp would be situated on a fill pad created by placing shot rock and other 1-593-JW 3 . ..:-.•.. ' / " ' ' ~~ \ . A-r1ttCJ-ffll~ B-~ ·.=:.. CALc.. I.SSoo' oS-soc..-L ·, ••• 'j . sui table spoil in a small lowland adjacent to the left bank of ·the /---Bradley River downstream of the· Bradley River bridge. Pl~cement of approximately 24,000 cubic yards of waste fill from the damsi te area would raise the present ground surface from approximately elevation 1055 to elevation 1065 and provide about· 2.0 acres for the camp. Placement of approximately 44,000 cubic yards of fill wou~d raise the pad to elevation 1070 and provide about 2.4 acres for the camp. A 350 feet long double lane access road would connect the main access road near the bridge cros~ing to the damsite camp. Some blasting would be requir.ed to widen a narrow cleft in the. rock to accommodate the access road to the damsite camp. An equipment trail about 1,100 feet long extending from the damsite camp to a small lake proposed as the water source would also be required. The equipment trail would be needed to support construction ·or two low dams at the small lake and a water ·pipeline to the camp. The two dams wou.ld range .fr.om 75 to 100 feet in length and 6 to 12 feet high. The damsite camp location is about 350 feet lower in ·elevation than the FERC upper camp alternative. The damsite camp is generally more protected from winds than the FERC campsite location, and is located closer to ·the damsite work area. Accumulated snow depths,at the damsite camp location appear to be less (e.g., 2 to 3 feet deep) than at the FERC upper camp location, which would reduce the requirements for .snow maintenance. However, the r damsite camp is located in a natural basin, ·which would tend ·to accumulate blowing snow. Close spacing of the damsite camp facilities would also_restr-ict snow·removal operations. Due to its smaller area, the damsite camp would require careful planning and layout or facilities to achieve the desired 150-man camp size. Only limited park~ng would be available within the damsite camp, but adequate parking facilities are located nearby along the main .access road. 1-593-JW 4 ... ArtAWNl~ C-t RECEIVED CAL(.. 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II 7, ~o _ o,7'f ,~ &).50 t:.}-G.j :/.00 r !i'u';:-~5-y or tP{o~~;ut:) ={§.'fX~~P) ov-(o.&f){()Jtx ~) = 3Z.4 l(s~ 1'" = ('3z.4-~s:) (a. 7~ x 'it-~'),_) ~ J 0,7 Fvr.. = )A tP +y = (o, 5i) ( P. t;s)( 36)-::: //.. ~ t<5i. 5 14 = (Jt,.'{.tc..s;'X_o.7-=>.x U-4-4-;, ... )-::.. 5.~ ¥-•r? ... · ... _ CALCULATION SHEET &5010.61 PREPARER /DATE S~-!-~1))~"" SUB.JECT I TITLE STONE & WEBSTER ENGINEERING CORPORATION .1,0./W.O.I CALCULATION NO, REV lSI ON !57PP -, PC... '7 0 PAGE f'3 QA CATEGORY I CODE CLASS /-:-, S E 19m1c D~ICTV ~ttvtP/TJC'h/r ;:t"Ne~Yf.!. .I ~O'R '----· /, 'Z4-w S l.ZtW ;< t.z.7-= CJ,51LJ 4- (_I, t> 4-w ) + ( I). 56f w) j0.7 ~5 = /. 0 511'f f/ = [ /,'$$ w )( J:> + o.z~;nv I x f;,h7XI ,'Z7) == ; .. o4 WJ .519mt: ""15 ~ x ~ X Y 4 j A-B<~PY/: 5 -~~~ ~ J,Z5'" ~ 0., 571 N of C, G-, A' t3 ove-33A-s e- -p :: [ I. 'J 'l tiJ X ~ ):> . 7-x \ ~1> s ~ o~~' w ( /.,40flv + . /0;1 -z b J::> ;. 6 eo 1 .. :r <!$Pile. I ill&; : i / + 0-Z~W] X e~~1 Xf,'l;r) = /, 1-fl w w~ .if-.1-· ~£.fP~ r # 4-0()0_ 50 TABLE 1 RELATIVE VAWES OF HAXIIIIK GROUND ACCELERATION, VELOCm AHO OISPlACEKEHT 11ax i IIUill Values of Ground Hot I on Condition Ac:celerat I on Velocity Dlspla~ntW g In/sec: ln. "Standard" Relative Values o.s 24_ Typical KaxiN El Cantro, 1940, Horizontal 0.33 16 El Centro, 1940, Vertical 0.22 11 '**HiniiiiJifl, Horizontal 0.10 s '**Hinl...,, Vert ic:al 0.07 3 Very Intense Earthquake 0.75 36 *Transient motionS lnvo:vlng relative fault ~lspla-nt. 18 12 8 4 3 27 ** Kin I-values recaanended for use In des lgn of nuclear reactors In any region, -..n.re earthquakes are not considered probable. TABLE 2 OAIU'IHG IIAWES Type and Condition Percentage St,..s lAval of Crlt leal of St ruc:ture o.Ptng 1. Law, -n below •· VItal piping o.s proport tonal limit, b. Steel, relnf. or P.restr. caner., stresses below -it ~; no cracking, yield point no joint lllp o.s to 1.0 2. wortclng st,..s, a. VItal piping .o.s to 1.0 no 110ra than about i b. Welded steal, prestr. c:onc:r., yield point -u relnf. c:onc:r. (only slight cracking) 1 c. Ralnf. c:onc:r. with considerable cracking 3 to 5 d. Bolted and/or rlvatod st•l, ~ struc:ts with nailed or bolted joints 5 to 7 3. At or just below •· VItal piping 2. yield point b. Welded stHl, prestr. c:onc:r. (without COIIPlota loss In prestress) s c. llelnf. c:onc:r. and prestr. c:onc:r. 7 to 10 d. IIOltad and/or riveted st•l• ~ struc:ts, with bolted joints 10 to IS •· WOod struc:ts with nailed joints 15 to 2.0 4. Beyond yield point, a. Piping 5 with pa~ strain b. Welded steel · ito 10 greater than yield c. Prestr. conc:r., relnf. c:onc:r. 10 to 15 point ll•lt strain d. Bolted and/or riveted steal, or ~ struc:ts 2.0 S. All ran~ RAcking of Entire Structure* a. On rock, c > 6000 fps 2 to S b. On firm soil, c ~ 2000 fps 5 tO 7 c. On soft soil, c.< 2000 f~ 7 to 10 ~ ... :. ,. .. •. '·~ •• lh • .-• .; • • • • •• ... • '• •' ,J. 1 • '. • r /~P(J -'5-])C.. "3 PG-.-A :L ,_ f I J - I ·'"f7a'tJ -.s-:PC. 3 PG--Az.. ,, 46 -..:.- r:;e~m:: ])erau,.P,;n~j ~F c/l,n::;:j.zl/9 ~~p. se.;~;c.. R£YJE.1v . il op 5ezecrz=:p Nvc~.,/?79-~ Po~ae. PLA/1/T>.J J7y l'/ew-P7rJI!RI<. d' H4tt- NV/l..E"&jcR -C~~ / /YJIJif J17E. TABLE 4. PROPOSED SEISMIC DESIGN CIJ\SS IFICATION CLASS DESCRIPTION I-S Equipment,, Instruments,. or components performing vital functions I that must remain operative during and after earthquakes; Structures-that must remain elastic or nearly elastic; Facilities performing a vital safety~related function that must remain functional without repair. Ductility factor a 1 to 1.3. Items tha·t must remaln_operatlv~ after an earthquake but need not operate-· during .the avent; ~tructures that can deform slightly In-the inelast'lc: range-; Facilities that are vital but i whose serv.l ce can be Interrupted until ml nor repaIrs are made. Duct Ill ty factor • 1.3 to 2. II Facill ties,. s.tructures,. equIpment, lnstrwrients, or components that can deform l~elastlcally to a moderate extent without unacceptable toss of function; Structures housing-items of Class I or I-S that must· not be-permitted to causer damage to such Items. by excessive deformation of the structure •. Ductility factor • 2 to. 3. III All other l.tems which are ·usually governed by ordinary seismic design codes; Structures requiring seismic resistance In order to be repal rable after an earthquake. Duct Ill ty factor • 3 to 8, depending on-material, type of construction, design of detal Is, and .contro 1 of qua II ty. j""·~~·:, .... ~ ............... .,~"""···"' ....... , ... : .................. ~..., ......... ~ .......... ....,., .... ,. ........................... , ................................ , ..... /~5~'P;'::.·"'i'i>L: .. 3 ..... P'~···A·3 .. i -~'f-..;-:-\: STONE&YI.!BSTERENGINEcRINGCORPORATION JJMPLante/DLMatchett, W/at~ ~~~~~· JJGarrity/Chron, w/att ~~ TCritikos, JBK 98A-la2, w/att " Ml.3, w/att f(·· JMMissel, w/att · ·( NABishop, w/a1:t .... DPRyan, w/att WCSherman, w/att JHron, w/att RKrohn, w/att JYale, w/att JNowak, w/att -(·: \· .. .. Mr. D.R. Eberle Project Manager. Alaska Power Authority P.O. Box 190869 Anchorage, Alaska 995.19-0869 SEI~IC DESIGN CRITERIA BRAQLEY LAKE HYDROELECTRIC PROJECT April 15, 1986 J.O. No. 15800.12 WP 98A-1a2 M1.3 SWEC/APA 623 The Bradley Lake Hydroelectric Project is located in a seismically active area, adjacent to .major fault systems ·and overlying the continental . plate and oceanic plate contact, the Beniof.f zone. The project will be subject to earthquakes of varying intensity through the project li.fe. There.fore, this letter addresses our recommen- dations .for earthquake engineering approach and design· criteria. ' I. GENERAL The Final Supporting Design Report for the Site Preparation Contract in Chapter 7 discusses the basis .for the seismic loading u!!ed .for the • · Bradley Lake Project to this date. A number o.f investigations were previously conducted by the Corps of Engineers, U.S. Geological Survey and Woodward-Clyde Consultants to define the seismic setting o.f the project. Historically ( 1899 to date), at least eight earthquakes ranging between 7.4 and 8.5 Richter magnitude have occurred within 500 miles o.f the site. Great earthquakes (surface wave magnitude M =8 or greater) and large earthquakes (greater than M =7) have oc~urred historically near the project site. It has been sconcluded that the project site is likely to experience at least one moderate to large earthquake during the li.fe of the proposed project. The possibility of significant ground rupture in the project area exists but is much less subject to prediction. 2-5.04-JJ ·,,. ,., ............. • •. •·· ................ • .. • . . . . ................. __ , ...... ~ ................. .).w .. ~..--...... f .......... ,,._,......,., ........... ,.~ ... ~. ········· .... ~ .................. _ ................................................................................ -.... . /~R-$J>c.. 3 "PG-:. /}4- sroNE & WEBSTER ENGINEERING CORPORATION , / Mr. P.R. Eberle Alaska Power Authority II. PROJECT STRUCTURES 2 April 16, 1986 APA 623 Based upon the review or the historical earthquake records the following mean ground accelerations are proposed for the project design to assure that the structures are safe and adequately designed to fulfill their stated functions. In all cases, yertical acceler- ations or 2/3 the horizontal value will be utilized in design. 1. Main Dam -The Main Dam is designed for a mean horizontal ground acceleration of 0.75g, which represents the mean maximum credible earthquake. The dam is designed for this severe acceleration to maintain water· retaining integrity. 2. Intake Structure and· Gate Shaft for Power Tunnel -The intake struc~ure and gate shaft for the power tunnel is designed for a mean horizontal ground-acceleration or 0-.75g, which represents the mean maximum credible earthquake. The intake gates are designed to operate after a major seismic event to close the power tunnel, thereby limiting downstream damage in the event or penstock rupture, and to limit potential'reservoir loss •• 3. _ Permanent Outlet Facilities i~ Pi version Tunnel -The Permanent Outlet Facilities in the Diversion Tunnel are designed for a mean horizontal ground acceleration of 0.75g, . which represents the mean maximum credible eart~quake. The outlet gates are designed to operate to be able to open to perform reseryoir drawdown, if required after a major seismic event. 4. Power Tunnel -The Power Tunnel is designed to act in concert with the surrounding rock mass, unless actual rupture and displacement ·of the rock mass occurs. .It is considered impossible to design to withstand · and accommodate rock mass rupture. Design will be to limit cracking to acceptable levels in the maximum credible earthquake. · 5. Steel Liner and Penstock -The steel liner and penstock ar~ encased in concrete in excavated rock tunnels. Oncerconstruction is complete; the fully embedded installation will act generally in concert with the surrounding rock mass, thereby limiting damage. The closure or the two penstock inlets into the powerhouse is by spherical valves and operators located in the powerhouse concrete substructure. The spherical valves and operators are designed to operate to cl9.se the power conduit, after an extreme sei5mic event, corresponding to a mean horizontal ground acceleration or 0.75g. 2-504:-JJ .· .. t • \. \;-· .. r·· ... STONE & WEBSTER ENGINEERING CORPORATION Mr. D.R. Eberle 3 April 16, 1986 APA 623 Alaska Power Authority 6. Powerhouse -The powerhouse is designed for a mean horizontal ground acceleration of 0.35g with material stresses not exceeding normal design working stresses. In the case of the mean.maximum credible earthquake (0.75g)., the -material stresses will not exceed 150 percent of the normal design working stresses. .The powerhouse substructure is constructed on concrete securely founded on rock to limit displacement, and hence, the chance of rupture. 1. Middle Fork and Nuka Diversion -The Diversions are designed for a mean horizontal ground acceleration of 0.35g. These facilities are not designed to withstand the Maximum Credible Earthquake. 8. Other Project Structures and facilities -The ·other project structures are designed for a mean ground acceleration of 0.35g. These structures are not designed to :withstand the Maximum Credible Earthquake. III. PLANT OPERATION Earthquakes will affect the operation of the Bradley Lake Project. Since the project site is located in a seismically active area, it is desirable for the plant to remain operational during and after minor earthquakes." A. horizontal ground acceleration of 0.1g has been selected for this operational basis earthquake. Minor damage can be expected during a moderate earthquake corre- sponding to a horizontal ground acceleration of 0.1g to 0.35g. This would involve possible repair to such items as r.elays and light bulbs. Architectural siding and windows may need minor repair. Most repairs can be performed by plant personnel using spare parts. , During a major or extreme earthquake having a horzontal ground acceleration of 0.35g to 0.75g,-increased damage may be expected to occur. An inspection of the plant structures and equipment will be required. Since damage may have occurr~ to the generating equipment,. major repairs may be required. r With a ground acceleration greater than 0.75g, which is greater than the mean maximum credible event presently predicted, increased damage will occur, varying with the earthquake magnitude and period. Attachment A is a seismic evaluation which addresses the project structures and equipment. This evaluation provides an approximate annual probability of' exceedance, which is ·based on the SO year project life, and ·the anticipated plant downtime for inspection and repair. 2-504-JJ l- . :· \ ... ,,_; STONE & WEBSTER ENGINEERING CORPORATION Mr. D.R. Eberle Alaska Power Authority IV. SUMMARY 4 .. -.. . . j~g-$1JC, -~ P~--AG April 16, 1986 APA 623 It is not economically prudent to design all structures and equipment for the Maximum Credible Earthquake event. The critical structures and equipment including the main dam, spillway, low level outlet gates and operators, power tunnel, power ·tunnel intake and intake gate shaft, intake gates and operators, and spherical valves and operators are designed for the Mean Maximum Credible Earthquake. Some repair may be required after the event. However, the operating integrity of these structures and equipment will be maintained during the Maximum Credible Earthquake. The generating equipment will be designed to remain o"Perational during minor earthquake events up to a horizontal ground acceleration of 0. 1 g. Minor damage can be expected from an earthquake with a horizontal ground acceleration of 0.1g to 0.35g. Major damage may be possible. to the generating equipment from an earthquake with a horizontal ground acceleratio~ of 0.35g to 0.75g. We would like to discuss the Bradley Lake Hydroelectric Project earthquake engineering approach during the Tuesday afternoon design review meeting on April 22, 1986. Please ca~l me if you have any . questions or comments. T-~ Theodore Critikos Deputy Project Manager TC/NAB/JJ ~ Attachment 2-504-JJ fOoted N. A. BISHOP ·. . '8b'"' r.o .. .!..J r r. Ct\tlliOS Horizontal Ground Acceleration Approximate Mean Annual Probability of Exceeding Specified Acceleration (based on 50 year project life) 'Anticipated Downtime Pro1eot Features Dam Spillway Power Tunnel Powerhouse Turbine/Gener~tor/ Governor Controls 89-JJ SEISMIC EVALUATION Operational Basis up t~.1 g o. 1 -o. 2 (1-2 chances in 10 of exceeding o.1g) Projeot resumes operation within hours Design Basis .007 (7 chanoes in 1000 of exceeding 0.35g) · Inspection and cheokout 30 days. Repairs 1 to 6 months ALLOWABLE DAMAGE LEYEL Operational No significant damage -, ' Operational No.damage, requires integrity check to restart. Minor adjustments/reset controls/spares replace- ments. Operational Architectural damage. No significant structural damage. Minor damage, possible . replacement of compopen~s with spare parts : Limited damage, replace- ment of components with spares Page Extreme Basis .35 1 to .75 g .0004 (4 chanoes in 10,000 of exceeding 0.75s) Possibly greater than 6 months Limited structural damage, no structural collapse. Potential for functional damage. Structural damage (no structural collapse). Significant architec- tural damage. Possible major damage Possible major damage ,._. ·~ ' .. ' Spherical Valves and Operators Power Tunnel and Diversion Tunnel Slide Oates and Operators, Diversion Tunnel Operational Basis Operational Operational Powerhouse Operational Emergency O.enerator 15 kV Switchgear Operat~onal and Bus Ha~n Powerhouse Operational Transformers Substation/ Operational Transmission Line . Emergency Lighting Operational, minor damage (light bulb replacement) Fire Protection Operational Environmental Operational Systems· 2.-489-JJ \ SEISMIC EVALUATION Design Basis Op~rational Operational Operational Operational Operational Potential interruption of service Operational, minor damage and light bulb· replacement Operational Operational . ....-- Page Extreme Basis Operational Operational Operational by manual start. Manual cable reconneotion may be required. Minor damage Minor damage · Out of service, possible major damage Hay require reconneotion to emergency generator and light bulb replace- ment Possible damage Possible damage ~ .. ....... ~ I ~ 1\ \\i'J ~: \ ! .h. oq; OPerational Basis Middle Fork and Operational Nuka Diversions Permanent Camp Operational Facilities . including Permanent Housing Barge Dook Operational Airstrip Access Roads -, 89-JJ SEISMIC EVALUATION Design Basis Operational Operational Soil failures possible. Will be repaired as needed. Page 3 ... Extreme Basis Potential for functional damage Potential for architec- tural and structural damage · Major soil failures poss.ible. Will be repaired as needed. ', ... ' ' ., z 0 STONE & WEBSTER ENGINEERING CORPORATION ALLOWABLE LOAD IN LBS REC'D EMBEDMENTS L.J '///////////// REQ'D INITIAL REaD u ~ SIZE EDGE FINAL ~ ldl T£NSION ITA> SHEAR IS~ SPACING DISTANCE !BEFORE !AFTER. .... ~ TORQUING> TORQUING) (/) fd 1 2l 2.1 2.1 Q -~ 400 250 2" ~ 4 4 4 8 (,!) ,-~ J .:sd .:s.l T Q 700 700 3'.' 3" ~ r.r:t-8 u.+-= 4 2· ...;::.~ 1 1000 1000 4" 3" ... ~ 4" ~ v. t 2 8 a~ 5 1500 1500 4l. 3" .... ~ 4" 3-8 4 4 4 .§l~ p REO'D 3 2200 1800 s.l 1 .. s2 5" cPv0 / FINAL 4 4-4 2 8 S EMBEDMENT 7 s.l s.l 7" 6" ·a 3000 2200 6-!AFTER 2 4 8 TORQUING) , .. 3500 2500 7.1 6" 8" 7"' INITIAL 4 •1.1 4500 4000 8" 8" 9" 8" EMBEDMENT 4 !BEFORE NOTES: TORQUING) .. 1.00 1. INFORMATION SHOWN ON THIS ST ANOARO -j'-... APPLES FOR EXTERNAL THREADED WEDGE "' EXPANSION DRILLED-IN ANCHORS ONLY. .90 2 . f' c .,. 3000 P .S.J. MINIMUM. ............ i'.. 3. MINIMUM CONNECTION 2 ANCHORS, EXCEPT .80 THAT ONE ANCHOR CONNECTIONS MAYBE . 70 " USED WITH f' ANCHORS • I--< " 4: THE f' ANCHOR IS UMITED TO SECURING '.60 . LIGHTWEIGHT INSTALLATIONS, SUCH AS .... I~ I UGHTING CONDUIT, FIXTURES. BOXES. ETC. .50 5. IF THE ACTUAL SPACING IS LESS THAN THE z / ' REQUIRED SPACING, REDUCE THE 0 ~ v; .40 5 5 ALLOWABLE LOADS TO THE SQUARE OF THE z IT /TAl!+ !S/SA!J.,. 1 ..J \ RATIO OF' THE ACTUAL TO THE REQUIRED UJ SPACING • .... . 30 · 6. IF' THE FINAL EMBEDMENT IS EQUAL TO OR .20 1\ GREATER THAN t THE REQUIRED \ EMBEDMENT, REDUCE THE ALLOWABLE LOADS .10 TO THE RA no OF THE ACTUAL TO THE ' REQUIRED EUSEDMENT. • 0 7. F Tl€ ACTUAL EDGE DISTANCE IS LESS THAN 1l£ REQ~ED EDGE OIST ANCE, BUT NOT LESS 0 .10 .20 .30 .40 .50 .60 .70 .80 .90 1.00 THAN 5 DIAt.£TERS, REDUCE THE ALLOWABLE ' SI£AR CAPACITY TO THE SQUARE OF Tt£ SHEAR -S/SA RA no OF THE ACTUAL TO 1l£ REOURED EDGE DISTANCE. NO REDUCTION N TeJSILE CAP A CITY COMBINED LOAD CAPACITY IS REO~ lJNJER THE FOREGOING TO DETERMINE COMBINATION OF SHEAR AND TENSION ON CONllnONS. EACH BOLT, ENTER CHART WITH THE RATIO OF ACTUAL 8. SPACNG BETWEEN ANCHORS OF ADJACENT TENSION TO ALLOWABLE TENSION AND FINO THE RATIO PLATES t.AA Y BE A MNM.JM OF 3" F ALL OF ACTUAL SHEAR TO ALLOWABLE SHEAR. NVOL VED PlATES HAVE A~RS WHOSE • THE f' ANCHOR IS NOT AV ~JLABLE FROM ALL NTERNAL SP ACIIIG All[) at:IEDt.AENT DEPTH ARE AS SHOWN IN THE ABOVE TABLE MANUFACTURERS AND THE 1t ANCHOR SHOULD BE !NO REDUCTIONS). USED ONLY ON SPECIAL DESIGNS. SUPERSEDES STD-:-MS-1.3-.3-2 TITLE ANCHORS DRILLED IN CONCRETE ISSUE DESCRIPTION FRICTION TYPE 8 ~ BOSTON ~ r -.. NEW ISSUE __ ; .... _i., . .__ CHERRY HILL 'JM!ld • .L. ~ T$C DIVISION DENVER I L-1 ~ IJit:t R-1 !.I. TECHNICAL STANDARD APPROVAL HOUSTON .:2 ~ / ''t-.t.,C ,{ .;.u_· .. -STS-AC11-2-1 NEW YORK ,-• ..:~ ' ·ISSUE/DATE . ,._, 1 /Jn A . .J. _$/ _/?34 2] 3} 4} .. ,_ . i ·· .. -------· ___ _____.__.__,_. ______________ _:., _____ . __ .;. _____ .... :..._. _______ __.:.__._ ________ =---------------·--------~-----·-··-· ) l ·' ~ L_ .. ·· · • so1o.64 rFRoNn STONE E. WEBSTER ENGINEERING CORPORATION CA~CULATION TITLE PAGE *St:E INSTRUCTIONS ON REVERSE SIDE • ·I • .·) I I CLIENT s. PRO.JECT '-' ~--:+:Y:~~' ~~~u~~T~N ~~~E~~i~a~~;o~~~o~~t~e>: PAGE 1 OF \'3'S :: o.;.._j,,. N\~!.N "'OPtffi \)I.\/~RSIQt.) T.U~~'E\4 '-:t:t-.n:t..)b- QA CATEGORY (V) 0 I-NUCLEAR . :i i r&-~\6 ~ c.:~w~-1A ~ frt..:>r-\\.. ~ '5 -i~; -SAFETY RELATED .'I DII om oi ~A OTHER CALCULATION IDENTlFICATION NUMBER .J. 0. OR W.O. NO. DIVISION & GROUP CURRENT CALC. NO. OPTIONAL TASK CODE OPTIONAL WORK PACKAGE NO. SG -~ --1.1>3-'3 OGC. *APPROVALS-SIGNATURE&DATE REV.NO. SUPERSEDES CONFIRMATION · INDEPENDENT' OR NEW *CALC. NO. *REQUIRED (V) PREPARER (S)/DATE (5) REVIEWER(S)/DATE (S) YES REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. NO 0 DISTRIBUTION • GROUP I GROUP : : COPY . NAME & LOCATION SENT ., . : .. I NAME E. LOCATION I I I h/) .· __ __,.~:'-' .;~~~ RECORDS MGT. FILES (OR FIRE FILE IF NONE) l·r:tRE f-;t:.I-E' : ~Oe, ~K(O~J:~~) I I I I I I I I i J I I I I I I I I I I I I I I I I I I I I I I .:.----:c------ ,, :I . ~~-.,....---'\ ~ ,~t{ .. '~ ... ·. CAl.CtJLA'TtON SHE-=T . , ...... J -··. . . '1$'3C(). f)f? I 5 -C [3]-3 0 2 l'ti ..... U/OATC j"cwn~~~n ~ i t•OC,CJIGQ1' •CYIOU/OATI: "D A-'l:t'C ~ LP..NC. 4E'TTE. "T'L llf.-. 1?./87 3Ue.i&<::' I n"M.£ ' Q4lo ~t:34JIY I =:c Q..I.A T1\!r-1:~ ·.(.)A-M_ ~trr:.\te=Rf,If)u T\) k) k~Fl L-IAlJ;.Oc;. _ rES~G-rJ. . : T~LE OF CONrGNTS A."'ID HISiORJC DATA (Rcrisians. Additions, Ceie:ions, E=..) PAGG· DESCUmCN QIUG., ~VISION j RE'\fAAKS I NO. . UVIEW ·NO. OA~I ~ n:-n...e w,,. 'Z... ~~~-~ OF c.oo•e: A:J t ~ lCPM..C ~\)MM. A-P.~ sH-e-en· I .:-see-&x Pc.II-JJ4..,...:r-1)1v R.Jfl- C.O.o ~iFi"I'OA.I fL~t[}_ q.lJ I 0-:t;SC.O~S.":l:t)~ eF .orNit-L"''~:V I I I I .. b-:lS.' T'-1. l''l:C..M.. '-J:A) :t:t.Jt:r o ~I:(,. tJ CJ\tC. f I I I . ~~ cA:-5~ 'M:t:T\t 'W!'\)ItO. \'~ES~. I I I 2~-~ \..:rJJ:r:JJb-cs s:r:&-!U c..A:t...c. I I I l..oAO CoME' V\}'l:.nt ll-OCK.lOA-{J OIJUI I ( I lf{,-41 .I fl.U~ .~~~&-oell&A> CcT~ I I I I . . -~-·?".._,.,:,. . "')--.. -~~ ·- 4-S-=>.53 ~s:n:ra.v ~-~J:~G-oSSJ:&.O I I ~1:?\WE;?€\) .pl)ll.IAL PrN4 TYP.]:'ut<.. . I I I 1...1:10'!:0& . . 5'4--sq &~~r-n. t.!-1-A-M.Ge~ uwoor I . I I -~H;T r\-1: L I I . bO,{,\ ~EC.T'I:OAJ / 1--t I 7_-1.. I I I ·I . I ., I C'l-7'f&l SS:..-qc)l\l '3-3 -o esJ;:&IN I I i I I I I ! !c:r'7· SGC't!:Cl.) 4:--'+ 't I,;"T:'-4J; <.. ... ~ l I I I I I I i 1S SEc..iX~.O r-s-CETA-IL. I I I I I ~~IiTtlG sr=cn:"'l\} b-b tESJ:C-IJ l I 1- I I ' I I .. ' U7!;i>l~ S€C.Tl0k) 1-'7 0~~ I r r I \30 I ~-s c e S:t::6-£V I I ~Ecn:aJJ I ... -! 13\~~ 1 6-E"AJ~ geTArL I I I I i I -I I I r··. :· .. . I I i ... . ·~ I I I I I I I I I I 1 I ' I I . . ' . ----------· ··--'-···--·--'--------· ~· --· --f~~~.....:--..--~~--------·-------·-·-------'-------·-··· ... -··-- .:. \ ..... ~.-· . :,. . ' ~ -~. .. - ,· ·.· ;! ·'•· i r· -· .. \ .. ..__... /-:-·~~-. ; j ., _ _/ STONE & WEBSTER ENGINEERING" CORPORATION CALCULATION SUMMARY .1.0./W.O./CALCULATION NO.. REVISION 45010.62 :l.."£;"800 ·08' I sc. -133-3 o OF CLIENT /PRO.IECT QA CATEGORY/ CODE CLASS ~L F\ ~ \".. Pr ~0'\N IC~ ""\J T OB.IECTIVE Of CALCULATION T't\s OSJ"E:C..T1:.\JE 0~ \\tiS C PrLC..() L.A-T::COI\.J :r:~ TO 11-IV Pt l... :t: ":2: E ~~IJ t)ES:t:Ert.J T\\-E COA)C.!q; TE -Ll:.!V II\)~ ~ E:TV\.16"6"!0 T\-\-E \::IV Cl eF T~E" t)~\IE"R.S:.I:OI.J J::. A.) T Pt-K E. · ?::>?-. TPrL A-tVCl Ttt~ END Cl'F T~\:::. ~-p, (T-ATe CH-AMBE"R. CALCULATION IIETHOD/ASSUMPTIONS SOURCES Of DATA/!QUATIONS- IS) -ro ~ S.\R.\)C T\)RA-L. c..~n:Rl:.F\ -'YM=-\ tlJ ~&..n;o\\l \-0 \LeV 0 {!)-1\=c.:I. ~\)~L,..t,!:IVCr C.O~E RE~\li.~E.rt\.Et-..)T5 'FOR RC."t.tJFOR.c..ED C.Of\)C· A-C.I 5 I€-1S3. ~ _ 'b~G-G--.S. CE:FO~ 1'1\E\c~ STtL~S 1\ tJf\\....'(£'r.S O'F S:t!Vt;.\....'a ~IT~~EL.. C.OIV \;\)ITS; . ~IV&. fii\Of..)O&R.I\~f\ ~0· \If--e,~ ·l..l~'l:.TE{) ~TPtTE~ ~e~fTR.TIV\EtQT OF" TI-l-E: i.tJ.TER.:toR. \3\)R..'e~U ~f' ~cC..L..Pt.N\PrT::t.fHJ ~\I '-. lq 68 (9 -~O'C G--EO"T6C.Hrvu...A-L C.\Z-J:i~~-FI:G-"3'-RE\1 0 CONCLUSIONS SEE DES't:~~ C.A\...C..S "K cotoJ'i'J:R.f.\A..Tro"-' (L6Q'J) OIV ttfJfr.:r:cA-fJI:.Ct;r't· r £Te-!;;L t,1::AJl:AJG-CON ~P-/Frrt)AJ. R!VI.EWEit (S) COMMENTS Plt!PAitEJt DATE S"/15" /8f;. DAT! ·--------------...... --:-.,_,....,.,...,~-------'-'":----·----·...,_...--.-~------... · .... '; j . , ·.: .. -------~~~-""'--~-------S ...... TONE & WEBSTER ENGINE-ERIN-G-CO-RPORATIO_N ___________ , CALCULATION SHEET c . .1,0,/W.O./ CALCULATION NO. 15Boo .t'~ Is -c 133 -3 REVISION QA CATEGORY I CODE CLASS ~8 IWE"5 t0 '?0R-T A:-L-fttl)l:::. ~~::t.d\'-. '\:..13\)!:.t\)Gr :3 + 5'"1 -/ ST ,q. 3 + t.+l.. 3-tt90 .STA /+lO r -.-. -~---· -· -.-. ...::...~-· -· ·-·--·-----"-·--~----'---- C~LCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION 1 .1.0./W.O./CALCULATION NO. . II'IEVISI.ON I PA85E .5010.61 · 1-~~f5'el s-c.t3s·-3 ·. o .• ··-·-------·-. -·. PI'IIPARI!R/DATE .. 3/ JO/B& IR~W~CHICXIR/DATE ;/ J !INDEPENDENT REVIEW_ER/DATE · i 'D Pt 'J -r:D ~\..A-flY' \4-P-TTI:: / ... '-, n/ U UIA-L · ti'Z.J 8 7 ' SUB.JECT I TITLE. IQA CATEGORY I CODE CLASS 1 ~_,,........-.., !) -r \/8 R. ~:n9 0 11) f,) ~ E\. \..Xt-Y:t::.A) 6-.0 8-.:CGAJ ··~: ,, . ~ . •. . ~ . .. : -: ... ; . - .· .! , I • . . ' ' •• "1: • -: • . '• i ,._ -... ·--. . . ';; ., ._ .... ·. ; .: . ·. J . l ... ~ . ·; -. -.... ThE 'FO \...~W I: IV & fTNI\-L. Y SI:.S 'I:-f. <2, A<S e-JJ · r:JAJ ~ IU &-J:,Os-s-t2-i: AJ G- \\1\t)t."::>C) Cr~?-A-i'~ ~o. \4-Sl\) r:c. TLCO-16cGrG-.S 06FOR-Mers-R ~~8.~ f\k))\-L. Y .S. I-S O'F .. ~ICG-LE ~1\-RR..~L-coi\J9 ()IT.S . JIU'Ji()r){;_H-TH-8 .;., G-!~OME~Y tlF Tl+E Tv~t..)El-GcC.T:roi\J 1+/IJPrL:.Yci:;o .DOES ~ MA-TCH E'XAc..-TL..'r' TH-e" CJ-tltP-rS ·-l)S 61) TH-t= MAG-~:iTI.)D6 I A-CC ()Q.A-c.ftl CTF li2-S.SULTS ~-Pt-~ \'v\6lf\Ae~T.S J TJH2.()1 T .f!ttvfJ S}fS~ 1-0.40$ 010 Tl+f? LI:;t)J:.ti)G- , __ _ 'N]:LL-i?:»E:-~A-£e-D tyt.J S}fft-Pe B ,4-£· · ()r)TL:IAJEO I!U ;· fiAt)!l)t)G-M-~ H IJ() . !4-· ,j, J:S !?s-(Z.. n:·tOE-Jt)T Tc) TH€ f:JJ;.I}~(2..£IOA) j!)A},Oe-L.-U:!OIPG- ~ *.\7.-F-r· .. _ u.~s·vr-. rJ'F·~-n-H·:s-u-s-ND ()'F TH-e -.FO~/A-L J:~TA-KE .sre...oc. 10"-6 ft-IJD. Trte OP.S~S'A-ffl FAcb 6F flf£ T\-\~ \...0 frOS lTC~, ·A-:-r ~ .'C.5"'A) rft..o~D ~ OF \H-t; · T\)~~iC"L q:·\\)1..()~ ''{\~ .. 1'1\~t.~~ .. ~ 1\\-E: ·s~c.:r:coN . :l:S . PtfVM;...tircD ~R \iNU:O'V.S. 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'. -..... .._,\ ___ -------------·-~·-·-·-·-----------·-·· ---· ·--·-------------~ ..... ·-·-~--··-·-·---------·-- !\ l '·· ------·-·---· *****************************************************************~**** * COMPUTER SYSTEM SCHEDULE EASTERN STANDARD TIME * * MON-FRI 07:30AM -00:15 AM ALL SYSTEMS,CICS 07:30-21:00 * * SAT. 07:30AM-lb:OO PM ALL SYSTfMS * * SUNo 08:00 AM-16:00 PM ALL SYSTEMS * * CRITICAL USER OATA/SYSlEMS BACKUP EACH NIGHT 00:15-07130 * * * XX XX xxxx x'l< xxxx XX XX ·y---- AAAAA AA AA * AAAAAAA * * AA 'AA * * AA AA * * * *** * • ***** * * ** **** * * ••• ** * * If PROBLEMS ARISE CALL DICK PLANT IN ROSTON .AT Xl747. * ·~***************************************·~.~.~.~.~.~.~.~.~.~.~.~.~.~.~*~.~.~.~.~.~.~.~.~.~ •• ~.~.~ •• 7--------~~-~~~~~~---------- * * * IF YOU HAVE ANY PROBLEMS COMMUNICATING WITH AN ONLINE SYSTEM * * CALL X-5788 FOR HELP. A MEMBER OF THE COMMUNICATIONS DEPA~TMENT * * WILL BE GLAD TO ASSIST YOU. * *DURING SYSTEM OUTAGES CALL X-1170 FOR A RECORDED MESSAGE WHICH * * WILL DESCRIBE THE SITUATION. * * * * * ----. * * * ************************************************'~<********************** -, __________ .. _ .. _ ----···-------- * * * * * * **** * * ***** * * ******* * * ********** ************* *** *************** ** ********* *** ********* II<* *** ****** ***** * * * * * * * * * * * * * * * *' * * * * * * * * ,. . ~ ~~&; ·------·-·-------=-~=~· 6"" c-R , ________________ .... ____ _ 0 2 -------·---· __ · _____ .. --------: . -.--~-t -----------------------.,, _____________ ..... --·-·-------· ...... ~ ~ o' ~ 0 ~ -- 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 I -1 . ........ p·---·-- ~ ¥ .;{ {tl. ~: '. ~,"; ;"1. •: . .... t ·, :! • ....., .... · I \ ' • , ---------r:-~::*-~************************".******'~*'~,.-******** \ ! . * ·'-- r--.. -* ~i 0 -,o { ,,'.' ,. * * ~.-* * * MCAUTO lCES EXECIJT IVE SYSTEM * * * * RELEASE 4.Z -06 JIJN 1984 * * * * liME-00: 04: 51 UATE-MIIR 19' 1986 * !~ * * 0 * MODEL Ill VS2 REL 3.ll * * * * * 0 ! * * ***********************~**************************** 0 ------·---------~------------------------------------------------------------------------------------------ () 0 0 0 0 (\ 0 • 1' p 0 ~ ~~ 0 i -R tt'l 0 ~~ ~ 0 -;;::, "' I -------------------· ------------·--·---------------------·------· "0:> b) t..f' 0 ..... 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STCMZC 01.107 ll.OB.l3 STCOMB 81.107 15.12.28 STCUMP 110.365 16.19.J2 -----..;:5 TC UN S 8 3 • 314 23. 21 • 27 S T C REA 8 3. 314 2 2 • 20 • 54 S T=C72~L-;:,0 _____ .:;-ll3:'-"' • .>::-:'-l4.;--'2~2:;-•=-:1::-,-:..cl •::.,5:-· 11::------- S.TDBSEl 112.061 14.25.03 STDCLS 81.351 17.19.14 STOCMP 61.351 17.11.53 STDEIG A3.314 22.29.34 STDEX 81.3S1 17.28.50 STOFTS ·u1.351· 17.13.'t6 SlDJTJ 81.351 17.18.04 STOJTR 83.314 22.27.46 SfDKCU 61d52 11.23.13 STDLEV A1.352 17.16.42 STDLIS 81.352 17.23.44 STOLS 81 • .152 17.31.21 .... STDMFO 83.314 23.08.48 STOI10R 83.3i4 22.57.30 STDnRT 113.31't 22.59.51 STDPRT 81.352 17.24.37 STDRAV 61.352 17.28.54 STORES 81.352 17.32.44 0 ---S1DRP1 81.352 17.25.16 STDRP2 81.352 17.25.18 STDRP3 81.352 17 • .i~.10 STDSP 81.352 17.17.56 STDSY1 60.204 08.47.32 STOT!H 81.352 17.25.45 c STOUIP 81.352 17.31.21 STDUMP fl0.200 15.23.54 STDXEG 03.J14 23.01.05 STDXHH A1.352 17.27.14 STDXMM 61.355 08.51.50 STDXSM .IH.J52 17.21.36 STDlBS 79.282 15.47.26 STD2BS 63.314 23.04.06 STD3£lS 83.314 22.~5.50 STEC12 81.344 17.13.26 ST£:CI4 79.262 12.16.13 STEDTA £;;O.L03 15.02.27 ' ' 0 STERH1 79.262 12.17.40 SfERH2 79.262 12.18.47 STERH3 79 • .'.62 12.19.30 STERH5 80.365 16.23.11 STERH6 81.352 17.18.57 STEROH 79.21>2 12.20.13 0 STEROR 113.314 22.54.12 STFRR7 81.352 17.26.11 STERR8 61.352 17 • .:\2.53 STERR9 81.352 H.20.37 STGEN 61.344 17.16.04 STGRUP 83 •. .H4 22.43 •. -H STINLT 81.352 11.28.06 STINMD 85.177 11.06.20 STINTR 63.314 23.11.!)7 0 STJPVP 83.314 22.46.02 STJTSZ 79.269 12.23.52 SlLDNG 81.3~0 17.4£l.O.l SlLDlA 83.314 :02.49.28 STLGRE 82.141 07.57.14 STLGRP 02.(160 15.u5.00 {) STLlST 03.314 23.17.16 STLSEL 83.314 23.17.16 STLTRE 82.0b0 15.05.54 7' STMBEC 79.269 12.23.52 STMBIN 83o314 22.41.03 STMBLD l:ll •. ~50 17.48.07 •• 0 ----SlMBPR _____ 79."269 12.23.52 STMODP 03.314 23.14.46 STMOLS 83.314 23.17.16;-1 SlMDWT 83.314 22.47.46 STMESS 60.203 . 11.10.45 STMREL ft3 •.. H4 22.4l.03t-" ~ u ___ _,Sc,;TNF17 81.107 11.39.46 STNUTP 83.314 23.21.27 STO£:RR 79.2.62 16.10.l'J~ a STOPCN 80.365 16.36~43 STUR 63.314 22.39.02 STORCll 03.314 22o<t1.03 ¥ U) - STORID 83.314 22.39.02 STORLD 81.350 17.48.07 STOSEC 79.262 16.25.27~-.......:., (}J STOTPS 81.352 17.35.35 STPOTA 81.344 17.14.31 STPL19 n.l62 16.32.51 U\ ( ll1 ! -----STPL3B 79.262 16.34.31 STPDW 83.314 23.21.27 STPPAR "f9.298 06.54.23 t {)i :1> '8 ) STPPRI 79.262 16.36.54 STPUN 81.355 00.56.54 STJ>UNS A1d52 17.27.42 3:> t;0 (j. CJ STRELT 03.314 7.2.41.03 STRLDP 63.314 22.31.31 STRTE:R 79.~63 06.55.:i2f:' (">. ----S.TSOTA 83.314 <2.32.37 STSF2L 63.314 22.34.41 STSLVP 03~322 l0.36.lt--:!= ~ STSTAT 80.203 11.11.44 STSlr.M 82.041 17.19.48 S"ISTOP 1.13 • .:;14 23.26.06 ;;r 8 1 STSUB 83.314 21.49.2.6 STSI~DW 82..025 I3.47.l't SfSWI'Z 81.352 17.26.36,.i;;:::___ __ t."'-- STSW11 81.352. 1"1.19.47 STSW14 A0.203 14.59.02 ST.SW15 oO.iOO 15 •. :.lt.:.!::~ Ull vi' S1SW16 85.171 15.38.~9, STTCCH 80.365 lo.39.14 STTUTA (JO.Jt.5 16.42.23 ~ (f\ (> STTECC A1.035 <:0.52.33 SlTEOD 81.015 01!.47.07 STHQU !J0._-166 08.l1.4<J 1 0 0 0 0 , 0 ------·sYfESM-····---82.o39 17.06.20 STTGiJV 83.314-21.'t3.24 STTGPV 00 • .366 08.26.41 "l"l .~ STTOW1 A3.314 21.39.35 STTOW2 83.314 21.32.52 SHI'LC 113.314 21olu.5t. ,-V" 0 STTSDC A0.366 ('B.36.DA STTSDP 80.366 08.37.17 STTS~Ir. A0."66 U6 • .ifi.U m J -·---·--···srfsr;;----·-··---8o:·36~:-4Cl:".l2 snsrr A0.36u oA. 4o.12. ·-------~1uTu-l·· o3 •. ~ 14 n. 11. 4u -~ SlUNIT fl3.314 ;::>..21.<'7 SlliNIV 83.314 2l.OB.20 SlVlAS £13.jl4 22..15.04 0 ·---··-··-·~Hftt~---·----~i~-H~ i~-:ti:~-~·-··------i~~~i_l?---··---~%=~~~--i~~-~~~-H-----···----'~.:!}~I.~.--···--l!l.)~Z I:? • .:H. 21 ___ ...,O.J~ -------------------------- ------·-··----··-----------·-·--·----·----·· --···-·-... ·-----~----·· ··-·-·····-·--· ····-··-··-·--··· . --·· -·· ·-·· ·-·· ·--·-·--···---··-··---·--·----- ) ~ t I ~-- ~ • D • • D , ~ ' •• • --. /~ ' -------··---( THE l .w lNG COBS ARE CURRENTLY IN PROOUC HON: ' ~. co~-------DATE/TIME UF COMPILATJUN CDrl CON' 05.171 09.24.41 DEAD ECC' ll5.171 0'1 .24.52 END' ERR105° A5.111 09.24.53 FIN I GOES 05.171 0':1.24.55 HHCON 1 ---HHMR2 I 85.111 09.24.56 HHT999 1 JNTLODI S 85.171 15.30.40 JOI' LIST 85.171 09 .25.0I LOA' MBLD 85.171 09.25.05 MOLl ST 0 MEM' 85 0111 09.25.06 MRERED 1 NSPEC' 85.171 09.25.09 OUT' PROAl' 85.111 09.25.12 PR1 1 PRSUB 1 135.171 09.25.14 PRVAR' RECC 85.171. 09.25.18 REL' ---SEC' 85.111 09.25.25 STIFFN' TYP 1 R5.111 09.25.38 UNI 1 XYWDA T' 85.111 09.25.43 ZBAND 1 COM 1 85.111 09.24.41 DUMP SCAN 85.171 09.25.22 TEM 1 WCOM 85.111 09 .2 5. '•0 CNDE S1' CNS TR 1 8 5-. 111 09 .24 .40 DEF' PAR 1 85. 111 0':1.25.11 SEL' TAK' 85.111 09.25.36 TPAR DI:L' 05.111 09 o24o4 5 CSM I DAS Tl I 85.171 09.24.43 DDAMP 1 D1NP R5.111 09.24.46 DYANA' DYLDD' 05.111 09.24.49 DYN' DYSTI T 1 85.171 09.24.51 DYSUB' INER 135.111 09.24.50 ITER NORM 85.111 09 .25 .o8 PUN 1 SDDOF 1 85.171 09.25.24 ST0 1 WLI ST I 85.171 09.25.42 RAY' CRE' 85.111 09.24.41 GRD' STRUDL2' 85.111 09.26.17 "STRUOL50 DATA SET ICES~ATA.STRUDL32 LAST MODIFIED ON 09/26/65 12:04:58 -, -----------------------~------------------------- ,. ("', DATE/TIME UF C lJMP 1LA T HHL .. 85.111 09,24.43 85.111 .09.24 .52 85.171 09.24.54 85.171 OCJ.24.56 85.111 09.24.56 85.111 09.24.59 85.111 09.25.02 85.111 09.25.05 85.171 09.25.07 85.111 09.25.10 85.111 09.25.13 85.111 09.25.15 85.171 -09.25.18 85.111 0<;?.25.32 85.111 09.25.39 85.171 .09.26.10 05.171 09.24.47 85.111 09.25.37 85.111 09.24.39 85.171 09.24.44 85.111 09.25.26 85.171 09.25.38 !15.171 09.24,42 85.111 09.24.43 85.111 09.24.46 85.111 09.24.50 85.111 . 09.24.51 85.111 09.24.58 85.171 09.25.16 85.171 09~25.35 85.111 09.25.16 85.111 09.24.55 85.111 09.26.18 -...... ··-··--·------- COil ____ pA TE/llME OF ClJMP I LA T !UN OSPf:C 1 ERUF.RI 0 GF.TID' Hlli~R l' INC' JTLIST' LOb IS' MDF' NUU 1 PLO' PROP RDLIST 1 REREAU' STIFLE' W9 1 CIIE 1 PLANAR' TMLO CNUE:S2• UPI'R SREAD 1 UNL 1 DAMP DEN' DYDRAW' DYRE P 1 EST' MATR REPE S TRUCT 1 ORA' STRUOL ' 05.171 8 5 .1 71 85.171 85 .I 7l 85.171 85.171 65.1"11 85.171 85.171 85.171 85 .171 85ol71 85 .1 71 85.171 85.171 85.111 85.171 "85.171 85.111 85.171 65.171 85 o1 71 85.111 8 5.1 ., 1 65.17i 85.111 85.171 85.171 85.111 85.111 85.171 85.111 09.24.47 09.24.53 09.24.54 09.24.56 09.24 .!:>7 09.25.00 09.25.03 ll9. 2 5. lib 09.25.08 09.44.19 09.25.14 09.2!>.17 09.2 5. 21 09.25.33 09.25.42 09.24.39 09.25 011 09.25.37 09.24.40 09.2!:>.09 09.25.31 09.25.39 09.24.42 09.24.45 09.24.40 09.24.50 09.24.53 09.25.04 09.25.20 09.25.35 09.24.4"/ 09.26.11 t~ ~ ~ F ~ 0 0 0 0 0 0 0 0 0 0 0 -::._ Cf~ 0 ------------------~~__w U' ~ fJ I 0 ·-···------------------------------------:--------.... 2---'?-- 0 0 --·--------·---· -~--------~--------------------- U'-' 0 ---------------------------------------~-------------------------·-------- --------------------- "Q I Cf' ..J ~ ~i ~~ 3 l ' ' ,r' -..,_\ -------1 i \, __ -' ("'"~. ------------------.. -------/ ST-346 STRUDL-SW *~* NEWS *** 06/29/85 *****~***************************************************************~*******************'*************************** + VERSION 03 LEVEL 03 -JUNE 29, 1985 + 06/29/8 5 * **** ************* ******* **********************************·****** **** ** **"'*******"'** ***** ****"'**** **** ************* * ** THIS RELEASE OF S T-346 CONTAINS NO CHANGES FROM VERSION 03 LEVEL 02 OTHER THAN A NEW OPE RAT lNG SYSTEM CMVS/XAI AND A NEW ICES EXECUTIVE SYSTEM IMCAUT0 1 S RELEASE 4.2). 01/09/84 ~*********************************************************************************•*********************************** + VERSION 03 LEVEL 02 -JANUARY 9 1 1904 * 01/09/84 ********************************************************************************************************************** THIS RELEASE OF ST~346 CONTAINS THE FOLLOWING FEATURES ADDEO OR MODIFIED: GROUP DEFINITION AND REFERENCING ________ CREATE SUPERTAB UNIVERSAL FILE UNLOADARLE MEMBERS COMPRESSION ONLY NUMERICAL INSTABILITY DETECTION IN STIFFNESS ANALYSIS CREATE PSEUDO STATIC ••• AS CSM OF • ~ • !AUTOMATICALLY' COPIES KMS IF CSM ARE NOT .AVAILABLE) DUMP ORTHOGONALITY CIT ONLY DUMPS THE MATRICES IF 1 0N 1 , T~E CHECK. IS ALWAYS PERFORMED1 r A~END 5.24 IS NOT LIKELY TO OCCUR ANY MORE IN DYNAMIC RESpONSE CALCULATIONS MEMBER ECCENTRICITIES MAY CHANGE THE MEMBER LENGTH ALGEBRAIC LOADING COMBINATIONS OF SOMETHING NOT ALGEBRAIC CE.G. PSEUOO STATIC LOADINGS) ZERO-fLEXIBLE ELEMENTS FOR MODELLING ABSOLUTELY RIGID MEMBERS __ VA~!_!._BLE MEMBERS WITH PROJECTED MEMBER LENGTH ARE NOT QUALIFIED THE FROElLEMS REFERRED TO IN" ERROR NOTICES ST-346-Il3-lt ST-346-83-2 REV 1o Sl-346-83-3, ANU ST-346-83-4 EITHER BEEN CORRECTED OR CLARIFIED IN THE USER'S MANUAL ERROR-YZ PLANE FRAME WITH MEMBER START RELEASES, HAS BEEN CORRECTED, EFFECTIVE 01/0Q/04 ~OR VU3L02. ERROR STRUCTURAL TABLES HAVE BEEN CORRECTED, EFFECTIVE 01/09/~4 FOR V03L02. ERROR-LIST SECTION FORCES WITH OUTPUT BY LUADING 1 HAS BEf:N CURRf:CTEO EFFf:CTIVE Ol/09/A4 FOR V03L02. FOR FURTHER INFORMATION CONTACT THE COMPUfER DEPARTMENT. --1 oa·B!-s-2 --***** ·~******'~*********** ******** **** '~***""****''* ************ *********-** ** *** .-~*.********·* * ***~-· **** *·* * t** ********* ** * ** * WARNING -LARG~ ANALYSf:S * 10/28/82 ******************~***********************'**********************'*******~******************************************** ----------STATTCANALYSI:S WI Ill ~lORI: THAN 5000 D~GRFES OFFREf:DDM~A'Ni)DYNAMICAN.\LYSlS WJ'iTIMTif<T'fi~t.N 1000 llf.GR1 ES uF' Fkl:!:DUM· SHOULD BE DISCUSSED W1TH THE C£JMPLJTER DEPARTMENT Pf:RSONNE:L BEFUR.E THE:Y ArH: SUllfHTTEO FOR ~.Xf'CUfiQN. ------------------------- TU SUPPRESS THf:SE MESSAGE:S, ADD ME'SSAr,E 1 UFF' AFTER YllU~~ TITLE ON THE SfRUDL CARD. 0 0 0 0 0 0 0 0 --1 0 \J) 0 1J 0 en I 0 ...::::, -~ 0 I 0 ~ ,j -o f' 0 \S' I ...... r-· ______ __J_ _______________ : ----- 0 ~ ----________________________ :' __ ,~--'\ __ _ : ----------c·:------- TYPE SPACE fRAMt ' •·. -·, -~- ---J70~1~N~T~C~O~O~R~O~I7N~A~T~(~S----------------------------------------------------------------------------------------------------------- UNITS IN LB DEG • t) 1 72.0 o.o o.o ' • 2 36 .o IQ.O o.o 0 3 9 .o 60.0 o.o • () 4 0 .o 84.0 o.o SUPPORT • 5 o.o 102. B 0.(' 0 6 3.5 129.2 o.o 0 7 13.7 153 .A o.o B 29.9 175.0 o.o 0 9 51.0 o.o 0 o.o 11 102 .o Z04 .n o.o 0 d r:\ 0 1': o.o o.o 12 ) 13 12A .4 153 .o 201 .4 191.2 ~ 14 174 .o 115 .o o.o 0 --15 190.3 o.o ~ 0 __ _!6 200.5 129.2 o.n (' 0 ~~ C!l -l 0 ccto o.u o.o SUPPORT o.o ~ 17 18 204 .o 204 .o 102. fl 84.0 --rJ0 Jl 0 ![) < I (j I () o.o -, o.o ) 20 160 .o -·-2i--T3z-:0- 18.0 0 I -----------------------·-------·-·---------------------------~)___-\-- LN 0 0-J 1 l 2 uJ () ----2--2--3 ----------- 3 3 4 _ .. ----------·----~-----------------·-----------------·-------------------· ----·-·------------------, "'U q> 0 ·.~ •. ~· b : ~· :, -......1 ' ],1 4 5 4 -' ,/ -, --5--_5 _____ J. ( . ::"' , __ 0 ~ 6 6 7 I '"'1-7 7 8 .I ~ B B 9 "' 0 9 9 10 "'\ 10 10 11 0 11 11 12 l 0 12 12 13 ·"'I 13 13 14 () 14 14 15 ,") c 15 15 16 . .,.. 16 16 17 0 ' 17 17 18 ') 0 18 18 19 ~ 19 19 20 0 20 20 21 ) 21 21 1 (\ 0 ) MEMBER PROPERT I FS PRISMATIC 0 ___ £__j_'L_~~~~-AY '<3<~ AZ 432 IX 51840 IY 5184 IZ 461>56 SY 864 SZ 259"2 1 20 AX 288 f>Y 701'1 AZ 288 IX 17200 1Y 3456 IZ 13024 SY 576 SZ 1152 21 AXll30 AY 180 AZ lllO IX 5~·35 IY 2160 IZ 3375 SY 360 SZ 450 ____ JOIIIJT RELEASES 4 MOM Z ____ __f_Q~ S T_!lf'!J.~ ____ _ _ __ -------------------:------------------------ 0 z G 0 0 =~ ? -::=:-. (TI 0 .t:. ____m___ 0 (p I ~ fl. (j\ E 3605000.0 ALL ---~---r\ L..., \ 0 ···p 0 1·5 :SON--o-::3 -ALe·-··---·--------------------------------·--·-----------------------··-:------------------------------------------------------------------------~ ow I w BETA 0.0 ALL --------------------------------- G 1306537.0 ALL --() Cf' ---------------------------- --J ~ 0 I .. -;:' :,· ' ~: :; ·" r-·-. ...... -~ .... ----·-·" ---....... I .... ---·-------·-----------------------·------------------------t • DENSITY c .. ~ lb 15"0 lb (~Jf:l I -A-f4"> I _LOADI_r_>jG 1 'DL 1 0-\':1-?, 1-rfllt> [ Fr3lZ~Atl'J_~· ~-< !I I i) -------- .~-ME:MBER LOADS --~~--~---------------------------------C010SJ:"0!:=~8D ~'r 09/'QS&RV.tl"f.TSIIV\ X'J\.> LD"!OS: \JScD l-OR. 05S..Y:6-JU. 'FOLL HEA-.0 DOt\l") lO ct. f>'\t'I\ABER. <91\JD FULL COM:· LU6l:G-f-rt IC> It JYl"MBeR.S'. fULb l\ 0\i7 5C IIIiJD l-IN])\)§-0LHZ::!710G FMF C:Jt5E: DEAD LOAD -Y iR. L-5'FrE:C..TJ'VE: t.:..l.( r LOADING 2 1 RL HYDRO PMF' ... MEMBER LOADS 1 F Y GLO PRO LIN FR WA 919.0 WB 919.0 LA 0.0 LB 1.0 1 F X GLO PRO LIN FR WA 919.0 WB 908.0 LA 0.0 LB 1.0 • 2 F Y GLO PRO LIN FR WA 919.0 WB 919.0 LA 0.0 LB J .o 2 F X GLO PRO LIN FR WA 906.0WB 6!10.0 LA 0.0 LB 1.0 3 F Y GLO PRO LIN FR WA 919.0 WB 919.0 LA o.o LB 1.0 3 F X GLO PRO LIN FR WA R!IO.O WB 86!1.0 LA 0.0 LB 1.0 4 F X GLO PRO LIN FR WA 060.0 WB 857.0 LA 0.0 LB 1.0 0 ~ -~ 0 0 Q 0 0 0 : ~: 5 F Y GLO PRO LIN FR WA -857.0 WB -840.0 LA 0.0 LB 1.0 5 F X GLO PRO LIN FR WA A57.0WB fl40.0 LA 0.0 LB 1.0 0 ': 6 F Y GLO PRO LIN FR WA -840.0 WB -825.0 LA 0.0 LB 1.0 6 F X GLO PRO LJN FR WA 640.0 WB 825.0 LA 0.0 LB 1.0 ) 7 F Y GLO PRO LIN FR WA -825.0 WB -813.0 LA 0.0 LB 1.0 ' i ) I i ) ' ? I ( 7 F X GLO PRO LIN FR WA 825.0 WB 813.0 LA 0.0 LB 1.0 8 F Y GLO PRO LIN FR WA -813.0 WB -803.0 LA 0.0 LB 1.0 8 F X GLO PRO LIN FR WA 813.0 WB !103.0 LA 0.0 LB 1.0 --9-F--v---GLO. PRO L.IN FR WA -803.0 WB 791.0 LA 0.0 LB J. 0 9 F X GLO PRO LIN FR WA 803.0 WB 797.0 LA 0.0 LB 1.0 10 F Y GLO PRO LIN FR WA -79-/.0 WB .:.'794.0 LA 0.0 LB 1.0 10 F X GLO-PRO LIN FR I~A 797.0 WB 794.0 LA 0.0 LB 1.0 _____ !L£._Y, _ _!;j,Q_fBQ __ l,.IN_f_R WA -794.0 WB -797.0 LA 9_.!.2._.h!L! .. ~ . ..::o _________ _ ) 11 F X GLO PRO LJN FR WA -79'•·0 WB -797.0 LA 0.0 Lf' 1.0 ) -12F_Y,GLOPROLINFR-WA -791~0 WE:I -803.0 LA o. 0 lfl 1. 0 ___ g __ t_~-GL_Q __ PRO_!,._!!'!_~ __ WA -797.0 WB -803.0 LA 0.0 LB l~·c..::U'------- 13 F Y GLO PRO LIN FR WA -003.0 W8 -R13.0 LA 0.0 LB 1.0 ----------------------------------------- ~ ~ o· V\ '";;;o(JJ a=:>.f= ~ ~ 11§ 1=. ~ 01£? ..!:!__ -f-'d't' 0 0 0 0 tlc--! 0 -------------------------------l-------~---1 ~ I Q i~' 0 -----------------------------------~--=-w 0 0 ------------------------------ :"'~ ;j '- .I :, / ______ ( 13 F X Gt, J LIN FR WA -803.0 WB -013.0 LA 0.0 LR 1.0 14 F Y GLO PRO LI~~A -013.0 WB -825.0 LA 0.0 LB L•~O~------~--------~-------------------------- 14 F X GLO PRO LIN FR WA -813.0 WU -825.0 LA 0.0 LB 1.0 -~~5~F~Y~G-.L~O~-P-R~O~L~l~N~F~R--~·I-A--~B-2~5~.~0~W~B---B~4~0-.0~L~A-O~.-O~L~E~l~1~.~0~-------------------------------------------- 15 F X GLO PRO LIN FR WA -82~.0 WB -840.0 LA 0.0 LB 1.0 16 F Y GLO PRO LIN FR WA -840.0 WB -857.0 LA 0.0 LU 1.0 16 F X GLO PIHJ LIN FR WA -840.0 WB -857.0 LA 0.0 L8 1.0 17 F X GLO PRO LIN FR WA -8~1.0 WB -060.0 LA 0.0 LB 1.0 18 F Y GLO PRO LIN FR WA 919.0 WB 919.0 LA 0.0 LB 1.0 18 F X GLO PRO LIN FR WA -86~.0 WB -800.0 LA 0.0 LB 1.0 19 F Y GLO PRO LIN FR WA 919.0 Wll 9]9.0 LA 0.0 LB 1.0 19 F X GLO PRO LIN FR WA -080.0 WB -908.0 LA 0.0 LB 1.0 20 F Y GLO PRO LJN FR WA 919.0 WB 919.0 LA o.o LB 1.0 20 F X GLO PRO LIN FR WA -9011.0 WB -919.0 LA 0.0 LB 1.0 21 F Y GLO PRO LIN FR WA 919.0 WB 919.0 LA 0•0 LB 1.0 LOADING COMBINATION 3 'COMB Q AND RL HYDR PMF' COMB STIFFNESS ANALYSIS TIME FOR CONSISTENCY CHfCKS FOR 21 MEMBERS TIME TO GENERATE 21 LOCAL ST £. MA MATRICES TIME TO PROCESS 39 MEMBER WADS -TIME-TO ASSEMBLE THE STIFFNESS MATRIX TIME TO PROCf:.SS 21 JOINTS TIME TO SOLVE I~ 1TH 11 PART IT IONS --TIME-TO--PROCESS 21 JniNT DISPLACEMENTS TIME TU PROCESS 21 ELEMENT DISTORTIONS TIME FOR STATICS CHECK ---T IME-ro-G.ENERA H·-co~m 7I,..,.N""'ED::-;:R:-;E:-:. ~""uc:-L~Ts 0.02 SECONDS 0.05 SECONDS 0.12 SECONDS O.Ofl SECONDS 0.04 SECONDS 0.18 SECONDS 0.02 SECONDS 0.08 SECONDS -~0-=-.703 SECONDS 0.04 SECONDS . . --------------------------------------------------GROSS WEIGHT OF STRUCTURE 3A.l KIPS LOADING LIST 1 2.~3 ____________________________________ _ • OUTPUT BY LOADING ---uLiT PUTDECIMAi-3PL ACEs LIST DISPLACEMENTS ALL ··----·--- • ~ -$ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 __ ]l_I ~-l " ________ ,\ **** ******** ~·*************** *RESULTS OF LATEST ANALYSES* **** ******** **************** PROBLEM -A PA TITLE -DIVERSION TUNNEL TRIAL 1 ACT lVE UNITS INCH LB DEG UEGF SEC ACTIVE STRUCTURE TYPE SPACE FRAME ACTIVE COOROINATE AXES X Y l LOADING - 1 OL RESULTANT JOINT DISPLACEMENTS -SUPPORTS .....--... JOINT /-----------------DISPLACEMENT-----------------/1----------------~-ROTATION-------------------/ X IJISP. Y OISP, Z DISP. X ROT. Y ROT. Z RUT. 4 GLOBAL o.o o.o o.o o.o o.o o.ooo 18 GL(lBA L o.oo 1 o.o OoO o.o o.o -ooooo RESULTANT JOINT DISPLACEMENTS FREE JOINTS \'> ~ ---J-0-INT-------------~~---------------------------------D~lS~P~L~A~C~E~M~E~N~T~---------------------------~~--~/~/~-------------------------------R~O~-~rA~T~lO~N~------------------------------------/~--~~~~~~~ 0 ffi--S X IJI SPo Y DISP. l DISPo X ROT o Y ROT o l ROT o 1 GLOBAL Ooooo -o.ooo -o.ooo ooooo -o.ooo o.ooo .11 criT n I ) 2 GLOBAL OoOOO -0.000 -0.000 OoOOO OoOVO 0.000 3 GLOBAL ooooo -ooooo -o.ooo ooooo o.ooo o.ooo 5 GLOBAL -ooooo -o.ooo -o.ooo -o.ooo o.ooo o.ooo ~ o GLOBAL -o.ooo -o.ooo -o.ooo -o.ooo o.ooo -ooooo _ _]__ GLOBAL Ooooo -o.ooo -o.ooo -u.ooo o.ooo -o.oo1 8 (,"L·l,B-AL o.ooo -o.oo1 -o.ooo -o.ooo o.ol,o -o.oo1 sfi ...-w Ld .::::, I lN ~ 9 GLOBAL o.oo1 -, -o.oo1 -o.ooo -o.ouo o.ooo -o.oo1 10 GLOBAL 0.001 -0.001 -0.000 -0.000 0.000 -0.000 --1l ______ GL(i8A"T-o.oo1 -o.oo1 -o.ooo -o.ooo o.OO(l ---;::o...:c.-;:o-;oo-;oo-----------...:..clL-~ ~ 12 GLOBAL o.oo1 -o.oo1 -o.ooo -o.ooo -o.ooo uoooo 0 13 GLuBAL o.oo1 -o.oo1 -o.ooo -o.ooo ___________ .=~!Q~ _________ o.oo1 ----14 _________ G"Lfii3/i·c·--------o.oo1 _______ .:_.()-;oo1---------:..o~oo________ -o.ooo -o.uun --;:oc=.--;:o:-:;o~1'---- --o --42-- ~ 15 Gll113Al 0.001 -0.000 -0.000 -{l.OOO -0.00(1 0.001 16 GLOBAL o.oo1 -o.ooo -o.ooo -o.ouo -u.ouo o.oot!J --rr-----(;l:ue.Al__________ o.oo1 -o.ooo -------=o:-~------v.ooo·--------=-u-~oou -o.ooo C0J ~ 19 GLUBAL 0.001 -0.(1(1(1 -O.OOll O.OOU -0.000 -0.000 20 Glli£\AL o.oo1 -o.ooo -o.ooo o.oc•o -(•.ot·'l ________ --.:cc.:,•:..:<::..:>c::..:Jl::..., ___________ ~ ---2i ____ GLUBAL o.ooi o.ooo -o.ooo --o:ooo-------u.-oco -o.ooo --------------------~-------·-------- 0 ~ ~ 0 0 0 0 0 0 0 0 () 0 0 0 0 0 b 0 0 I :" :..;, ) ! ) ' ) ) ) .,'' / .. ----......... __________ ..,r --------------------·--------------.:--·.) ____ _ LOA 01\ . 'z R L HYDRO PMF -··------·-------------------~ ....... _-. ...- RESULTANT JOINT DISPLACEMENTS -SUPPORTS JOINT 1----------DISPLACEMENT 4 18 GLOBAL GLOB A!- X DI SP. Y DISP. o.o -0.014 o.o o.o RESULTANT JOINT DISPLACEI",ENlS -FREE JOINTS --------/1-------'------------ROT AT lf.IN-----------------1 Z DISP. X ROT. Y RUT. Z ROT. o.u o.o o.o o.o o.o o.o 0.002 -0.001 JOINT 1---------------D ISPLAC EMENT -----------------//~----------------ROTA T I UN------------------1 X DISP. Y DISP. Z OISP. X ROT. Y ROT o l ROT. 1 GLOBAL -{). 003 0.009 o.ooo o.ooo o.ooo OoOOil 2 GLOBAL -0.00 I 0.004 o.ooo ~.ooo ~u. ooo 0.001 3 GLOBAL OoOOO 0.001 -o.ooo -o 0 Q('l) -U.OOIJ 0.002 5 GLOBAL ~.ooo -Oo001 -ooooo ~oooo -o.ooo 0.001 '/ 6 GLOElA L -~7~-----GLOBA~L-------~~~--------~~~---------~~~-----------~~~---------~~~----------~~~----------------~o001 -0.002 -o.ooo o.ooo -o.ooo Oou02 -o.002 -0.;002 o.ooo o.ooo -o.ooo o.ooz 8 Gllli3A L ~.004 -0.003 o.ooo o.ooo -o.ooo o. 001 9 GLOOA L 10 --~G~LOBAL~------~~~~~---~~~~~----~~~~---------~~~~-----~~~--------~~~-----------o.005 -0.003 o.ooo o.ooo -o. ooo o. 001 -o.006 -0.003 o.ooo 0 .ooo -o.ooo 0.001 11 GLOBAL -0.007 -0.003 o.ooo o.ooo o.ooo -o.ooo ~1~2 ___ ~GLOB~ATL _______ ~~;~------~~~-------~~~--------~~~-~----~~~-------~~~---~-------13 GLOBAL ~.ooo -0.003 o.ooo o.ooo o-.ooo -0.001 -o.009 -0.003 o.ooo o.ooo o.ooo 0.001 14 GLOBAL -o.011 '-0.003 o.ooo -o.ooo o.ooo -0.001 15 GLOBAL 16 -----G~LUBAL-------~~~------~~~--------~~~----------~~~-----~~~--------~~~----,.----~~~ -o.012 -0.002 o.ooo o.ooo o.ooo -0.002 -ooo13 -0.002 -o.ooo 0 .ooo o.ooo -o. 002 l7 GLOBAL -o.014 -0.001 -o.ooo -o .ooo o.ooo ·-0.001 u 19 GLOBAL 20~------G~LUBAL --------~~~----~~~~~---~~~-------~~~~------~~~~~----~~~~--~~-;-r---~ -0.015 Oo001 -o.ooo -o .ooo o.ooo -0.002 -o.Ol3 0.004 o.ooo -o.ooo o.ooo . -0.001 ~ ---rfJ <::?!> ~ \. t:f"' :::\5 21 GLOBAL -0.011 0.009 o.ooo 0 .ooo -o.ooo -0.008 COMB DL AND RL 1-lYDR PMF LOADING - 3 K~ ~ 07g ---------------------------------------------------------------------------------'--------------1~----=---rv...:.- RESUL TANl JOINT DISPLACE.Mf.NTS -SUPPORTS JOINT 1--------~--"'----U I SPLAC EME NT-----------------/ 1----------------RllT AT I UN------------------1 X !JISP. Y DISP. Z DISP. X RUT. Y RUT. Z RtH. 4 GLUBAL 0.0 ···--_!_!!_ _______ G L~_l~~------~. 0!_~-- o.o o.o o.o o.o o.o o.o ___ ..:::0~. 0 ________________ ~9_ ______ _ 0.002. -0.00£ JOINT /-----------------01 SPLAC EMENT-----------------//------------------1-:UTA T I UN------~------------1 -----·-·--------------------·x DISP. Y 6~----"[ DlSP. ------XRof-:-------y RUl :;-------Z RUl. ~ ~ ~ -.1 ::l o rrr 00 ---r- -p VJ l 07 I \ < I ~ ___l_t,L ow cL • ~ --0 0 0 0 0 (,) 0 • 0 0 0 0 0 0 0 0 0 ""Q I T o<) 9-J 1 GLOBAL ------------~- o. 008 o.ooo ___ _ u. uoo (1. 0(11) ____ -o....c:...:. 00 2 0.009 ,., ' '~: t:. ':t. ·f. ,-'"' I --2------\ ;A l 3 't;u:iRA l ,/---, r'·· -------------------;. ·' ~------------------·---------------------- -0. 001 0.004 o.ooo -{). 000 -0.000 0.001 .. 0. OCJl 0.001 -o.oou 0 .ouo -0.000 Go002 0 ~ -{). 00 0 __ 5 G 1,._00~!,.. ______ _,_...._ -0.001 -o.ooo -{). 000 -o.ooo 0.001 ~ 6 GLUBA l - 7 GLOBAl _.!t GL[•BA l -o. oo 1 -0.002 -o.ooo -o.ooo -0.000 u. 001 -0.002 -0.003 -o.ooo -0.000 -o. (!flU o. lJ01 -o.oo3 -0.00) -o.ooo -o .ooo o.ooo o.oo l --9 GLL113A l -{). 00 4 -0.004 -o.ooo -o .ooo o.ooo o.ooo 10 GLOBAL -0.005 -0.004 -o.ooei -o. 000 o.ooo u.ooo 0 11 GLO-~B~A~L~-----~~~-----~~~-----~~~------~~~-----~~~-----~~~----------o. 00 7 -0.004 -0.000 -o .ooo o.ooo -o.ooo 12 GLOBAL -o.OOfl -0.004 -o.ooo -o .ooo -o.ooo -u.ooo 13 GLOBAL -{). 009 -0. OO'• -o.ooo -o. 000 -0.000 -o. ooo 0 14 GLOBAL -15 .. G[(JBA L ------~~-=--------':-=::..:_:.:::.._------:::'-=--"'-"-"'---------=-=-.::...:::."--.-----::..~:::...=:..~------':-=:..:::..:'------------0.010 -0.003 -o.ooo -o .ooo -o.ooo -0.001 -0.011 -0.003 -0.000 -o .ooo o.ooo -0.001 -~ 16 GUJBA L -0.012 -0.002 -'0.000 -o .0'00 o. 000 -0.001 0 17 GLOBAL -o.013 -0.00) -o.ooo -o .ooo o.ooo -o. 001 --19 GLOBAL -0.014 o.ooi -0.000 o.ooo o.ooo -0.002 -{).012 0.004 o.uoo -:-0.000 o.ooo -0.001 -o. 011 0.009 o.ooo o.ooo -o.ouo -0.008 0 .~ 20 GLOBAL 21 GLOBAL ' 0 0 () -, ~ 0 .- j=l 0 ~ c; ~ rE G 0 ~5-~ ~6~ 0 1· 0 -:::::. ('I ~ 0 --.. ()) ,l ) I 0 TI 0 < w 0 vJ 0~ 0 ·-· ------·---------·-··· ----------·-·---------------------. -----~-----------·----------------------------:;; ) -o 0 ~ --------.. -------·-···--···------------···-______ ,. __ ---______________ .. ___ -·------------------------'--- (jJ I ;·: w I· j; i~ ) -------------------------------------________________ , _________________________ ---------- . ·. . . -. . :· ~: .. · ·-· .-·· ,. ~ ... ;:...,,. ~-' ' o-o-@-o· o o o o o o o o o o o o o o o o o--o I ~ '. 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OCo2 -sz;!3.094 2 2 -4) 112.988 239.9'.52 o.ooo o.ooo -0.002 52l3.098 2 3 4182.988 -239.952 -o.ooo -<>.ooo -o.ooz 6757.703 __ 3 _____ 3_____ -6113.46~ 338.619 o.ooo o.oao fl.ooz -6757.695 ~ 3 4 6113.461 -338.819 -0.000 -().000 -0.00!> 15442.320 __ 4 _____ ~-11Bii9.6B7 -2463.825 ~o.oo1 -o.oo9 -o.oos 15442.320 4 5 -llBP.9.687 2463.825 O.Oo1 0.009 0.019 -61762.211 5 5 10527.953 -1089.63'• -o.ooo -o.009 -0•020 6l-fo2.184 --~-----.!2 -10527.953 1069.634 o.ooo 0.00'1 0.029 -907!!0.187 6 c 0123.457 9'•9.fl22 o.ooo -o.oo8 -o.o.H 907oO.lB7 6 7 -8723.457 -949.822 -o.ooo o.ooa o.o23 -654a5 •. 107 -~ _, () F tP8 ~-&;;@ 08 \j) 7 7 6699.492 20111.591 0.001 -().007 -0.025 654U5.b95 -, 8 -6699.492 -2018.591 -o.oo1 o.oo7 o.oo9 -ll6~<:=7-=-.-=5u7·7o-------c=,..-r~ 8 8 41!02.301 -, V09.05R o.oo1 -o.oos -0.011 11627.453 8 9 -4802.301 -2:!09.051l -0.001 0.005 -0.0!)7 4"1137.199 -9-----9--------33~·;0.£109 1648.6'19 0.000 -()~003 0.001' -47-~l3;-;7~.'-'1C::9:-::9:-----· 9 10 -33~0.809 -lMO.o49 -0.000 0.003 -0.01'l 91U42.000 10 10 . 7.5t>3.122 613.01'3 o.ooo -o.ocn o.ot•; -9IO•,z~ooo --To-------·rr· ----·-----2~•63::Tzz·-------=-6~:~:-ofl____ o.ooo o.oor·------·-=u-.:iY24. l1H3~1.J.25"'0 _____ _ 11 11 2563.0AA -612.74'· -o.ooo o.o01 o.024 -107359.250 -o ~ 11 12 -25~3.000 o12.744 0.000 -o.OOl -O.ll19 '.illi'•':/.18"1 --yz·--·-----l2 ___________ 3Eci. 7o5-----..::u-;;;:y.4on ---··---o-:ooo---·---------o:ow ···---·--··--·o: oi9 ___ --.::<Jio,,·7:c;;-=.-.:;1-;;u~7.------- 12 13 -33:.0.705 1h41l.400 0.000 -o.003 -O.OC•t-1t"ll~>0.965 ~ 13 13 4f'05.'•96 -21'15.606 -o.oot o.uos o.oo·t -47:l::,;~~,u~·:.,9;,;1:;-;B:.----------:~c__ 13 14 4805.496 2I95.6ot, o .• oo1 ·-o.oi:i!:i ______ o:oio uuHt.mn 14 14 66'10.531 -2036.233 -0.001 0.001 -O.OVJ ll0Ul.906 14 '5 -66'?0.531 2-03h.233 O.OC" -().007 0.025 -6!.i5J4.680 --- • ~ -* 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 I ~: ., "'\ .L.,_ > "'\ :" "' ~ ' ' i .> ) ... /-,, r·\_ _________ ( .L ~ -..... , ·. 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(J05 -154n9,969 16 19 6113.207 3311.914 o.ooo (J. 000 -o. 002 671!2.906 19 19 -41 f!2. 758 -21t0. 099 -0.000· -o .ooo u.ooz -6782.910 19 20 4102.750 240.099 o.ooo 0 .ooo 0.002 5205~2.07 20 20 -2614.500 119.718 o. 000--o. 000 -0.00.! 5205. 20"1 20 21 2014.500 -ll9.1lll -o. ooo o.ooo o.ooo -3o6.639 21 21 -2463.825. 0.136 o.ooo -o.ooo -o.ooo 3U6,639 21 1 2463.825 0.136 o.ooo o.ooo o.ooo -394.769 LOADING -2 RL HYDRO PMF MEMBER FORCES MEMBER JOINT 1--------------------FORCE --------------------11--------------------MOMENT --------------------/ AX lAL SHEAR Y SHEAR Z TORSIONAL BENDING Y BENDiNG Z 1 1 935!ll.687 -15961l.793 1, -o.oo5 -o.oo3 o.o61 -221672.437 1 2 -936-10.250 -20975.945 -0.006 0.003. -0.091 322736.625 ~ ~0 8 <:::f:J 2 2 91251.875 29786.047 -0.009 -o.006 0.094 -3~2-136.750 2 3 -910 19.fi25 -15216.297 . -0.005 0.006 0.015 -36UB0.270 3 3 92963.187 -4497.336 -0.001 -o.006 -0.014 360ci0.375 3 4 -93342.437 -18047.227 -0.005 0.006 -0.039 137351.125 rP ~ ~ -0~ ~ .£~ ~ ~ 0 00 4 4 82457.250 151176.547 0.005 0.029 -U.U4l 137351.125 -----~-5 -A2457.250 338.440 0,000 -o.029 -0~003 0302,840 5 5 81786.500 10501.504 0.003 0.029 0.006 -11382.941 5 6 -81706.500 12094.891 o.oo4 -o.029 o.ooo -13838.512 -----~----~----82135.250 9440.109 o.oo3 o.o21 o.oo·r 13038.512 6 1 -82135.250 12730.016 o.oo4 -o.o21 o.oob -50531.520 7. 7 82652.250 B766,719 0.003 0.023 0.00(1 51l~dl.449 7 8 -826 ~·2.250 13085.062 0.004 -o.023 o. 017 -1160~·2.437 ........ 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JOB ID -APA JOB TITLE -DIVERSION TUNNEL TRIAL 1 ACTIVE UNITS -LENGTH WEIGHT ANGLE TEMPERATURE INCH LB DEG DEGF ** **** **** S TRUC TUR AL DATA ********** ACTIVE STRUCTURE TYPE -SPACE FRAME ACTIVE COORDINATE AXES X Y Z JOINT COORDINATES-----------------------------------------1 STATUS---/ JOINT X Y Z CONDITION 1 n.ooo o.o o.o FREE 2 ?.6.000 113.000 o.o FREE 3 9.000 60.000 o.o FREE 4 o.o P4.000 o.o SUPPORT 5 o:o 102.800 o.o FREE 6 3.500 129.200 o.o FREE 1 13.700 153.000 o.o FREE 6 29.900 175.000 o.o FREE 9 51.000 191.200 o.o FREE 10 75.600 2 01.400 o.o FREE ----iT ____ 1c2:-ooo 204.600 o.o FREE 12 126.400 2 01 '400 o.o FREE 13 153.000 I91.200 o.o FREE 14 174 .ooo 175.000 o.o FREE 15 190.300 153.800 o.o FREE 16 200.500 129.200 o.o FREE ----i7 2 04.-ooo 102.800 o.o FREE 18 2C4.000 C4. 000 o.o SUPPORT 19 195.000 60.000 o.o FREE --io 1M .ooo 18.00 0 o.o FREE 21 132.000 o.o o.o FREE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE AC Tl VE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE AC liVE ACTIVE TIME SEC GLOBAL GLOB~L GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOgAL (\ JOINT RELEASES-------------------------------------/ELASTIC SUPPORT RELlASES----------------------------------------------1 JOINT FORCE I'OMEtH THETA I THETA 2 THFTA 3 KFX KFY KFZ KMX KMY KMZ 4 z o.o o.o o.o o.o o.o o.o o.o u.u u.o -----io-------x------------z---·-o-:--o o.-o----o:_o _____ --o-~------o:--o -----·-o:o___ o. o o. o o. o MEMBER INC! Df-.NC f:S----------1 LENG Ht------1 RE LEA SES----------------'------1 STA lUS--/ --MEMBER--sf"AR~---END LOCAL COOP. D.-----START ENO FORC~ MOMENT FORCE MOMENT • ~ -~ 0 0 0 0 0 0 0 0 :: 0 0 0 0 0 \; -- 0 d 0 0 .; OvJ Cj1 I .-0 ,'! :;~ 11 w • . .t· .~ :· -- 0 ~ --·-----·----~·-.. -·---·--··-----·-----------------·----·-· ···----------~··-...;----------· -·-··· ···---------------- 1 ' 2 40.249 ACT IV!: SPACE FRAM[: 2 !.__ 3 49.930 ACTIVE: SPliCE FRAMF: __ 3 ____ ~·-.. 4 25.63 2 ACT I_'L_L_~_r.M~_E __ EB_~ME -~J ~.-4 4 5 IA.f!OO ACTIVE SPACE FRAME 5 5 6 26.631 ACTIVE. SPACE FRAME 6 6 7 26.631 ACTIVE SP 7A~C=E-~F~R~Af~1~E------------------~ 7 7 0 26.6UI ACTIVE SPACE FRAME A B 9 26.602 ACTIVE SPACE FRAME 0 9 9 10 26 .63I ACTIVE SPACE FRAME IO IO 11 26.618 ACTIVE SPACE FRAME 11 11 12 26.6IB ACTIVE SPACE 'FRAME 0 12 12 13 26.631 ACTIVE SPACE FRAME 13 13 14 2~.522 ACTIVE SPACE FRAME 14 14 15 26.742 ACTIVE SPACE FRAME 0 15 15 16 26.631 ACTIVE SPACE FRAME 16 16 17 26.63I ACTIVE SPACE FRAME 17 11 18 18.000 ACTIVE SPACE FRAME t) __ __!_8___ 18 19 25.632 ACTIVE SPACE FRAME 19 19 20 49.930 ACTIVE SPACE FRAME 20 20 21 40.249 ACTIVE SPACE FRAME 0 21 21 1 60.000 ACTIVE SPACE FRAME 0 0 MEMBER PROP E RT I ES --------------------------------------------------·---------------------------------------1 0 :'I MEMBER/SEG TYPE SEG.L COMP AX/YO AY/ZO AZ/YC IX/ZC IY/EY IZ/EZ SY Sl 1 PRISHAliC 3456.000 13824.000 576.000 1152.000 o.o o.o. ) 2 PRISMATIC 5184.000 46656.000 864.000 2592.000 0 o. 0 o.o 3 PR I SMA liC 1152.000 4608.000 ) 0 4 1152.000 4608.000 4 :·, 5 PRISMATIC 1152.000 4608.000 Q) 0 1152.000 4600.000 0 1152.000 4600.000 8 PRISMATIC 1152.000 41'>00.000 0 9 PRISMATIC 1152.000 4608.000 0 II\ " 1152.000 4608.000 _j_ (! __ . __ _PR I _ _5MA 11 C _______ _ ~ 0 p crt w 0 < w 7 .•") 0 <.... 1152.000 4600. uoo 11 PR 1 SMA llC 4600.000 ) 46011.000 460U.U0ll cv 0 4608.000 .. -...Q-b ·• w 'il"~ ·p· 'l 16 PR I SMA llC \:~ i"'\ /' I "\- 1 .) i I . ' ' ' ~ i 'v· j o.o o.o o.o 't32.000 432.000 46656.000 864.000 2592.000 o.o o.o o.o 2flll.OOO 288.000 131l24.000 576.000 1152.000 o.o o.o o.o 160.000 180 .ooo 3375.000 360.000. 450.000 o.o o.o o.o MEMBER CONSTANTS---------------------------------------------------------------------------------------------------1 CONSTANT STANDARD VALUE DOMAIN VALUE MEMBER LIST E a. 3605ooEto7 ALL G o. 138654E+07 ALL DENSITY O.l22000E+OO ALL CTE O.lOOOOOE+01 ALL BETA o. 360000E+03 ALL POISSON O. 300000E+OO ALL --------··---------------~------------------------------------------ ****** **** DESIGN DATA ********** ('\ r. -1? tJ~~ F USER DATA SET PARAMETER DICTIONARY----------------------------------------7/ ---·--· ------------· ., .. -. ------·--·-··----·-···-·· ~ -rP8 ~ * CX!l ~- <5"" 0 ~ ~~ ~· -<:AJ ~ ti ·--rr--vr-.... en ' . 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I 1 '• ' CALCULA-TION SHEET STONE & WEBSTER ENGINEERING CORPORATION J.D./W.O./ CALCULATION NO. REVIS I ON PAGE /o8 :SC-/Sl-/(e; 0 'l /2tS()ttS~ ::S~()b/r... !D~SI~~ (~612. 7?) 4-rrActtAAGN~ ~·) I • Lo AO ~1\1\..&u~ A-TJNS a... D~ 1' ~G~ loAO b. C.Ot\\ Ia ~ + St\loW l:...oA-0 d . CoM 1o."" -t: {P.G wAT'61..6D) ex 7CTZI\) kL l+y/JtUSf/Y1TU. L~AO. • t e.. ~b a..+ ~~~A1... H~O(Z.OS'M-T'IC.. LtrAQ +co c.oM b ~. +~6wATEil6ts) ff!"MN~ _ HyDP-.IJ~'NP/1~ + ~'NGLJ~ ~ QA CATEGORY I CODE CLASS ..__ I C2tTl!/2..t~ : ~~Ailtc:.S C&'M6, J Gtovei.tJ~ L.J~ ~~ow cAAJ ~ Tltlf r~Y'T'A-~, ca !'Jc. uns- ntlc.IC..~fss VAZ./(.,es ~~ ~~~"TC i!..z•·. D~'~"' 3'1'1560 · • • of\) M1rJ1 Mu~ P:L.exullrtl.. 5~ 2-A-'rio.$ HA-~ lZ.Est!tlcJ6 CAPr~-l!'f f~ ex.c.G.S.S 0~ iriffr 2,.6~l.LIIZ6{J ftJfl-U>W1'0. b. A joo TO"' ~~~,-LeA{) 'P~ A'\ Gt.. lo8o wa"-1..0 1h1P~S'~ · A L.o"-Q or-.3 11t1: INir\~ fZaat:- or& A??i..o't.lw..AT't"'l.., 8a PsP. DGW#\ffl../!0 CAS€ l.J 11/t L.A'" h-• &t-II So P 12-o t>uc.LFS A La AS) oi= f'r?Pu~iJYJAJ-t:Ly c90C)o PSf' (G..DP5:). ~AJ (f,k!.Pd7' ~P::. L/;t/..1/~ :o-7of'si ~ JI'/DR£J :smni:.. ~ ?45~. ,....... ~ SeG c~t..c:.s . ' . I~Ac... ~'{'OitoS71\T'1C. ~ S ~ I I (.J I 1-L. '!f fFa U ll..l p,tA ~ "8 '( 'PoU WA-~ PUSSIJJ2..' l~ 'Tlf~ s 1.1 atZ..,H.ti.J 6: tw 'i ~ m ~ .. 11\-c~ CtJ-M b,~l'\-ll~ U.S~ TO • ~ 5uL~I~ 6A-nf 'f:,~~ ~0 c.eN~ p~a.. ON/.,y. Set..~ wr oF LJ Au... s r~ 561~ft.\,(:. NaT c:::o~s;o~eo t:u.Le "tO U.5~ o~ 6'n u = /.4(1.1)(.o.~7)(_p,,S)'t) = o.a b -~--·----------·•·· -·-·"'-~--·· ------~"''·-·-. .: __ __...:.._ . ..._-; --·-· _. -~ r_. ____ --·-- ·.~ ~ . _: ·; :· ·~ -:~:: . 1 s~Joo. os / Sc..·/51 ... , "" FLEXURE 2.2-Coefficients for design of rectangular beams with tension reinforcement only. f~ = 4000 ,psi " ll A-TTAct+~GN'f A .· ·'· ,. _ .... ~ --:..-· ~ .. ·, .: ~-. ; . ~- ·. ·.·. .. --~.' .. Reference: ACI 318-83, Sections 9.3.2, 10.2, 10.3.1-10.3.3, and Commentary Section 10.3 . .l(A)(1) ' ' . ( ~--~-~----·-~· ci»M,.~M ... b c/d= 1.18{w/13 1 ) ,._· ... · .. ,. ,.· ~ ~ . ·. -~---·. _.. . . :~ .-_:. :." - -. ~: ' €:~ .. . ci»M, = K,.F, ft-kips ~ a/d = 13 1(c/d) where K,. = c!»// wj, 13. = 0.85 ca»= pk ~=0.90 j,. = I -(a/2d) J:' t = 1-0.59w and F =. bd2 /12,000 (from FLEX- URE 6) Also ci»M,. = A.da,.(A. in sq in.) where a~= c!»/~ .. /12,000 .,. -' •.. . ·-.. 1.' •o4000 ·. ··.· I,-40,000 I,-50,000 I,-60,000 '· ... ··.< ... K, p•· a, p• a, p• a, t:/d afd 1. 0.020 71 0.0020 2.96 . 0.0016 3.71 0.0013 4.45 0.028 0.024 .. 0.988 0.030 106 0.0030 ~.9S 0.0024 '3.68 0.0020 4.42' 0.042 0.035 0.982 .. • t-_ 0.040 141 0.0040 2.93 0.0032 3.66 0.0027 4.39 O.OS6 0.047 0.976 o.oso 175 o.ooso 2.91 0.0040 3.64 0.0033 4.37 0.069 O.OS9 0.971 0.060 208 0.0060 2.89 0.0048 3.62 0.0040 4.34 0.083 o;O?r --·o-:965 0.070. 242· 0.0070 2.88 0.0056 . _3;60 0.0047·-. 4.31 0.097 0.083 0.959 0.080 274 0.0080· 2.86 •0.0064 3.S7· 0.0053 4.29 0.111 0.094 0.953 0.090 307 0.0090 2.84 0.0072 : .3.55 0.0060· 4.26 0.12S 0.106. 0.947 0.100 339 0.0100 2.82 0.0080 3.53. 0.0067 4.23 0.139 0.118 0.941 0.110. 370 0.0110 2.81 0.0088· 3.51 0.0073 4.21 0.153 0.130 . 0.935 0.120 401' 0.0120 2.79 0.0096 3.48. 0.0080 4.18 0.167 0.142 0.929 0.130 432 0.0130 2.77 0.0104 3.46 0.0087 4.15 0.180 0.153 0.923 0.140 462 0.0140 2.75 0.0112 3.44· 0.0093 4.13 0.194 0.16S 0.917 0.150 492' 0.0150 2,73 O.QJ20, . ~3.42 0.0100 4.10 0:208 0.177 0.912 0.160 522 ... 0.0160 2:12 . ·0.0128 .. ~~3.40 0.0107 4.08· 0.222. . 0.189 0.906 0.170 551 0.0170 2.70 0.0136 3.37 0.0113 4.0S 0.236 0.201 0.900 0.180 579 0.0180 2.68. 0.0144 3.35 O.Oilo 4:02 0.250 0.212 0.894 0.190 (111 0.0190 2.66 0.0152 3.33 0.0127 4.00 0.264 0.224 0.888 0.200 635 0.0200 2.6S 0.0160 3.31 0.0.133 3.97· 0.278 0.236 0.882 0.210 662 0.0210 2.63 0.0168 3.29 0.0140 3.94. 0.292 0.248 0.876 0.220 689 0.0220 2.61 0.0176 3.26· · ·o.OI47 3.92· 0.30S 0.260 0.870 0;230 716 0.0230 2.59 0.0184 3.24 0;0153 3.89 0.319 0.271 0.864 0.240 742 0.0240 2.58 0.0192 3.22 0.0160 3.86· 0.333 0.283 0.858 . -~ 0.250 767 0.0250 2.56 0.0200 . 3.20 O.Oi67 3.84 0.347 .0.295 . 0.853 ' . ' (. •' 0.260 792 0.0260 2.54 0.0208' 3.17 0.0173 3.81 0.361 0.307 0.847 0.270 817 0.0270 2.52 0.0216 3.15 0.0180. ·. 3:78,. 0.375 9.3r9 0.841 0.280 841 0.0280 2.50 0.0224 3.13 0.0187 ·3.76 0.389 0.330 0.835 0.290 865 . 0.0290·. 2.49 0.0232 3.11 0.0193 3.V 0.403 . 0.342 0.829 0.300 889 0.0300 2.47 0.0240 3.09· 0.0200 3.70 0.416 0.354 0.823 0.310 912 0.0310 2.45 0.0248 3.06 0.0207 3.68 0.430 0.366 0.817 c· 0.320 935 0.0320 2.43 0.0256 3.04 0.0213 3.6S 0.444 0.378 0.811 0.330 957 0.0330 2.42 0.0264 3.02 0.458 0.389 0.805 0.340 978 0.03:40 2.40 0.0272 3.00 0.472 0.401 0.799 · ... 0.350 1000 0.0350 2.38 0:486 G.413 0.794 0.360 1021 0.0360 2.36 0.500 0.42S 0.788 (•". 0.370 1041 0.0370 2.35 0.514. 0.437 0.782 ' P~ 0.0371 0.0275 0.0214 *Values of p above light rule arc less than p .... ; p .... = 200//, as provided in Section 10.5.1 of ACI 318-83. . . } ._;. For use of this Design Aid, see Flexure Examples 1-5. 8, 9, 11-13, lind 15-17 • . -~ f . ~ . ~ ."-··-----~- . ~-. ·.:. .. ·-•• • --... : ·.I ·-.-. ---...... ~:--·:--~-----·.--~ .... ~--, ~ .... -... ·--·~---.··-~...,..,- 169 F L E X u R E 2.2 .. . . . ..:.. -~-----=--~ ... ' ;:_; ·.:--7' ........ __ ... ~-~ ... ...,.. .... ~ ...... .:'""'---...,..,.:;o~----~~--------:--..---------------- _;::::: .. --_iSBoo.ofJjsc,;sJ-It:, .:·. ·-: .. . '\ ,, . =-.-A7TAeffMetJJ B ·. ~ .. : . . .... h. ~. :: • t .· •. (..-···.' ... ' ' -. ...... . t • ALASKA POWER AUTHORITY. BRADLEY LAKE HIDROELECTRIC PROJECT J.O. No. 15800 POWER TUNNEL LINING, INTAKE, AND GATE SHAFT STRUCTURAL DESIGN CRITERIA PART B, SECTION-4,0 ]) , B L/97Vcftt~ 11 E" pdp~ T T;J.:c ez..r;~ L~ FElVfP/1/ ;:::Hv,<f'L, 12 ev'l9v REVISION: 1 DATE:. January 30, 1987 s;)?c_ .. I I ; I /2 l!fih21V ~ W; £rt(f?)Zm/?;v' ,i -· 1-364-JW "1" • -•• •• • •• • • POWER T'ONNEL LINING, INTAKE, AND GATE SHAFT STRUCTURAL DESIGN CRITERIA ----. -... -' . -.. '!. •• -···:· -~ -: ·.• . .... : :· ..... -.. ~ "·. : . .:· .. ·-.:·_._;;_, :_ ~> ··.·-... ·:_: '·' ,. ·· .. ····· .. ~ .. :, .·, ~· ;· , I • ·'' .. ' .... ~-~ .... ... • )-.7 (-~~-.. \ .... ~ ... -·) · •• -_-1 ,, \ ! \, ~/ !'- . ' 4.2.3 B-4-4 · Grouts. used for bedding of · structural elements or equipment shall have a minimum specified compressive strength. of 5,000 psi at 28 days. 9. Coating Systems a. Intake concrete structure -unsealed, b. Concret.e tunnel lining -un~aled, c. Bulkhead gate guides-coal tar-epoxy painting system on non-embedded ASXM A36 material, d.. Trashracks -galvanized, e. High pressure gates -high build epoxy on exposed steel surfaces, f. Steel Transitions and Gate Chamber Liner -coal tar epoxy painting system, g. Gatehouse structural steel framing -inorganic zinc primer,. high build epoxy top coat. . Design Loads and Load Combinations 4.2~3.1 Loads A.. General Loads 1 •. Dead Loads; 2. Rock· Loads, Hydrostatic Load -External -Tunnel unwatered with 1 ~~~· . lPMi: ~ L~ L--t;vr:'t.. bulkh~ad gates· in place, Pili' &AtitB;n r l \S~ ,, 4. Hydrostatic -. Internal -Tunnel filled to guard gate, · 5. Hydrostatic Load -Internal -Tunnel filled. to control gate, PMF condition, 6. Hydrodynamic Load ~ gates open, 7. Earthquake Load -Horizontal, 8. Earthquake Load -Vertical, POWER TUNNEL LIKING, INTAKE, AND GATE-SHAFT ·1-364-JW STRUCTU~AL DESIGN CRITERIA ------·---. ------ .. .~ .... -.~--: . : ' .· .. - . ·-.:·. _:.: ' I ~~ : ") _ .... -.. ·-.. i .·.··-. -:. -. < .... . ! -.. ., ------·' 1-364-JW --.. -·----· -' ....... __ -- =-,- -B-4-5 9. Hydrodynamic Load -Earthquake ·acceleration with normal maximum headwater elevation, 10. Hoisting Forces -Loads applied while removing or operating gates, -11. Construction Loads -Addi-tional loads or construc- tion conditions, applied or anticipated during construction efforts or imposed during maintenance operations, such as contact grouting, 12. Ice Loading, 13. Snow Loading, 14. Wind Loading, 15. Live Loading, 16. Temperature, Hydraulic and rock loads shall be as defined in the Hydraulic and Geotechnical Design . Criteria and calculatioos. B. Gatehotfse L1 ve Load · L = 250 pst floor load C. Hfdrostatic Pressures Hydrostatic pressures will be based on the high water elevation at Probable Maximum Flood (PMF), El 1190.6 rt rounded to El 1191 ft, except for earthquake conditions where hydrostatic loads will be based on normal maximum headwater level, El 1180 ft. Refer to the profile of piezometric hydraulic grade over length of tunnel provided in . the Geotechnical Design Criteria. In . addition, refer to the Hydraulic Design Criteria and . calcula~ions for transient pressures and external pressures. POWER TUBNEL LIHIHG, IN'l' AICE, AND GATE SHAFT STRUCTURAL DESIGN CHITERIA ----~ . -------· --·-.. --. ··---~..,.. .. . •. :':--~ . ... ~ . . . . .. :. ::--.· ·. ~-~--~·-:: -. -.. '. . .. -~. : '··. ! .... . -. . _-: . .. : . > _'_: •• ---•• _ .. ·_._; --.. .. _, . . . _ .. - / J j \ I ! '--.. .. / . ' --~-~-~--------·--·------ 1-364-JW B-4-7 For the . various portions of the power tunnel identified below, the following minimum loading oombinatio~s will b~ examined to produce worst oase design loads (see 4.2.3.1 for numbered loads): 1 • Intake Portal Struoture Load Combinations a. 1+2 c. 1+2+11' d. 1+2+3 e. 1+2+5 f. 1+2+(3 or 5)+7 Explanation Normal. rock loads combined w/ dead load. As in •a• with snow . load bu~ldup • . As ~n •a• with construction loads imposed' from above. As in. •a• with external hydro- static effeots •. As in •a• with internal hydro- . statio effects •. Hydrostatio·pressure at normal maximum water (El 1180 feet) with horizontal earthquake acoelera.tion or 0. 75g, with a 50~ inorease in allowable stress for steel but not to exoeed yield; ultimate design load not to exceEfd U = 0.67 (1.4D+1.7L+1.87E) for concrete with no· increase in allowable stress. POWER TUNNEL LINING, INTAKE, AND GATE SHAFT 8rRUCTURAL DESIGN CRITERIA ··--.------------------~--- -----~---------------------------:---.---------~-~-----------~-------~--·----;-------------- ; . ;" ... ( ... \ .... _: '. . ' 1-364-JW g~ 1+2+(3 or 5)+8 B-4-8- Hydrostatic pressure at normal maximum water (El 1180 teet) with vertical earthquake acceleration or 0.50 g, allow- ing same stress increase- conditions as in item nt" above. Vertical and horizontal accelerations shall not be combined. 2. Bulkhead Gate and Trashrack Guide 4. Bearing forces induced by loads on bulkhead gates and trasbrack, as determined from the bulkhead gate loading cases and trashrack design intormation. Bulkhead Gates Reter to Part B-1, Main Dam Diversion Structural Design Criteria, under which bulkhead gates are to be designed. Gate Shaft Use same load combinations as identified f'or tunnel 'lining design with appropriate adjustments for config- uration and orientation, as defined in the Geotechnical Design Criteria and calculations. 5. · High Pressure Gate Chamber Design r Load Combinations a. 1+2 Explanation Dead load with nor!&il, rock loadso b. 1+2+(3 or 5) As in •a• with hydrostatic pressure. POWER TUNNEL LINING, INTAKE, AND GATE SHAFT Sl'RUCTURAL DESIGN CRITERIA ·-·--'\ •··-·v-,._, __ --·•··--·•-•• .... ·. ' ' ·-···· .. . . ._ . . ' ~ ...• ... · .·. i . .. ~~-· . ' . : : ~ .... .:., .. · .... . :. ; .; ~ . . ·. ·~ .·: ~-··.-.· ~-!:.~~~··. . .... · . . · ... •;:'.' . ' ... \ . . .. . . . . . . . .. . · .. ;~i~;B~~~}\!i:~~~~~~{4~XJ:r{i:;:~~;~3:s~·r~:~"ttj';:,;;;;~; .... ·. · . . ·• .. ···•· :. · :.·. < : .... ; . D ;,.;:\\i~,.};lt;·~~~:~i;;.!·:Nc2:h .. s;· .. ~~~it:::ri("';~,~JlJ;.iJ.:::·· . ·'':;.,,~;,;""'oifi.Ai~~.®i.~··J~,w·~"'',;.;;.""'..::.'""<;tWf'"··:*~~~ill~"'"'·~""·""=l~"' 1 ·.· .\ ,· ,;~. ":"'• •;-: ( -rYF. Nt-L . I . . 6F~~11 FOf2 ~oo FE..F-f±) 0 .r..t . ' _...-=.-:::.:_.~·,~-~ ~-,~~J ..... ~ -, L .. ~- PRIN.TED F'tB 0 4 1987 ·HYDRAULIC OUT·LINE OF POWER· TUNNEL INTAKE FOR HYDRAULI.C_.MODEL STLJDY· ..... ,. ; '. =.::?~-~~~ '·::<.t~'; · ... \{~:; .. ,.;, ll~_,_ .. · i:~;r . ·:-.··· ~ ":•;i ~ BRADLEY LAKE 1-tYDROELl:CTRI¢ -POWER :PROJE~T· ~l!\SKA POWI;R AUTI10RITY . Stone &: Web~ter Engine.ering Con)Orati~n . . ANCHORAGE. ALASKA . . POWER AUTHORITY .DRAWING NUMBER DESIGNED BY DSGN CtiKD BY DRAWI~G NUMBER '·. ··.' ·15.50 o-·F c-. s 151. A DHAWN BY .CtlKO BY . .,. .. ~ ·.· .. · .. ,· . ~~ ••• • \' 1 ... : ... · .. -':-::--::..L;.: ::.-:.~~ ;;r·f:'. ~N.!_!OFFICE MEM~RANDUM . ~~:3g_ . 15800.08 • bF SUBJECT DESIG~ DATA TRANSMITTAL ... DATE . 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[lie 1YJs tOl-e !.f/q_I?Je ,,f /fie sf-e-e /sef w,_r I! ~v-ee t- :: 1 7-.~ [fl fv th-e co-ne 1r-de s fru c..fc.we, Pr-e (rm r Yl4 ry sprr. o y t>f' s-ek cs 'f., 5 Fl: . I I ... ., ... -... ··:.:.: .;::" . . : .. ;, .. . . ~ ·.. . ... . ~:-. : . .. . ., . l- ~ /4 lL < -. ....... ~ ~· ..Ja <t--t 8 0o \=-I ffi~ "::::>0 0 ~ -----;.·· ·~/ r:;;:.:..__._. I .... _ \ ~ '30 I l ' " . ~ I ' I ~ i f l ' ! t • II I ~ 1 t I ~ i f t :, . ~ I ~-~ X • ~ i I i ,, I Ill I E ~ ~ I I' I ~ ~ . . I i £ I ~ ~ . ~ ,, l" • ' I I ~ t ·-~ .. £!· '' ~ a'\ ~ - ·-·· .. -... ::.;"· · .. -.. ··Q ,,,. ~ 'L ~ Nore:s: - . Bt#k.- F l l j 'I! • 1 ~ t 'j '~ _; ~ ~ .· . ' . f'Ma-Jr ~ (o1 ._Z60 ps:f . · 7, A-ssuM~-:I..OC) ~ Consfrucho~ h { o~d I~J. (1)1: _l:,4,nc ·, I I ! : I I I I c. I I l ( I L i t . ~ oCJ<; LC>ftD t \ I' fi' I I I ' I t I l i r f I 1 f i l . I ' I ! ~ i ! i t f ! + I ~-~ ~~ ~~ -~~ V>M -f. \(\-\-~~ 0\ ~--~ Vlm--- ' ·, STo:M;z k WEBSTER ENGINEERING. COBPORATION 7 6 5 4 3 2 . ~ -------y-----=----;--------__L_L-..1-'--L-L-___.L-t--L__.!__.l__l___l_J.L&YClQ_~J~ /5800-IT-~-' -.. 5215.4 1 l ·.:. .. -:; .... -· .··:; "'::-· .... _~ .... .. . -·. ·: .. , ~t~: ·-·:· .. -· .. .... ·.- -. ... '• ---· ' . ' ' . -'' • .. i'. - ' --\ • ~ 0 '" L,. '• ''. ·"' .. r;r'·\ .. -. . f ~~<;.~~J? < /D~~---.: ., .. _ ...... ___ .,~ ~--·"· -~ ....... -____ ._, ........ ~. ···.-~-.~---·· . ___ j,. ....... ·------~·· -~----··-·~---..:;----'·· ---------~_,.,·~-----·--· ......... --·------····- 3.6-21 SC.-/SJ-IlP lr II 11~uevr-e SECTION 3.6 --DRILLING AND GROUTING In no case shall the d•epening of any hole start before a minimum period of 24 hr ·has elapsed since completion of the previous stage-groutipg in that hole. Grout which cannot .be placed within 2 hr of mixing shall be wasted. . Use of grout mixed hour shall be subject to determination of the the time· of more than 1 Construction consistency, Manager as to ·acceptable plasticity, uniformity, and all over suitability for.use. Pressure Grouting pressures as high as practicable, but which are safe against rock or concrete displacement,-shall be used in the g~outing~ Groutirig pressures shall not exceed the pressures used in. water pressure tesbs, unless otherwise· directed by the Construction Manager. j._ Guidelines for:. typical grouting_. pressures, for types of grouting, are ou:tlined below:: Grouting- Operation Curtain Packer at 0 ft-2Q ft depth Of cover .. Packer below 20 ft depth of cover .. Contact Aboveground Structures Underground Linings Conso;Lidation · -,Typicai~ressure '·at Point of· Injection 1 psi/ft .. of depth · 1.2 psi/ftof depth 1-psi/ft of concrete . thickness* Normal-:-30-ps·i _ Maximum..:.7o. ·psi As directea by Construction Manager --~ ~ --------~ . -::.i.~_··r· .. ;-~ ... _.~ ... :." 150 pu._ · r ~~·(.s-' ••m FEB 0 9 -;~"-LDia1 Note: "depth of ·cover''· shall be taken as the least thickness of rock and/or. soil. between. t;h~ poj,n_t.. of _grout Compaction injection and the ground .surface. ·--;;:;,.._"-~~~~,..;,.-~ -· ·: · * ' If concrete: "thickness within. 25 ,ft of· ·the point of injectib~ is. les~ than that at the point of injec- tion, ·pressures. shall be adjusted to· reflect the lesser· thickness. ·-. .-.. ..... [ 1"5800/GC;. 3ii~·_:l:2;;6;86J ~ ~ . -:· ;.:; .... ·-;· ::"Y->: _., .:._ . 1\ I i I i . ~·.· _::. -~· ... ·~ ' .. .;; - ··' · .. :·· . ··'--., .. · . . . -.. .· .... . r, ' . : ,; '· ... ~ .\ -· -·-...,. ... - 1 .t.5010.64 CFRONTI CLIENT S. PROJECT STONE F. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE Pr\.J\.S \<:: Pr %\ME~ f\\Yfl+DRUY I ~~l\-D LEY \.-Pr\<. 6 CA LCU LATIO N Tl TLE (Indicative af the Objective): Pe\))eR T0~~'EL G-~\t: C...'tH\N\~~ A-~t)_ t,;.:l:~1:1\)G ~eS 'l:(r~ ITN tJ ~\\)f:ti-L 'l~"I:S J. 0. OR W.O. NO. CALCULATION IDENTIFICATION NUMBER DIVISION S. GROUP CURRENT CALC. NO. \5":2.-li OPTIONAL TASK CODE ---------------1 . ----- PAGE t OF )s QA C~TEGORY (-./) 0 I-NUCLEAR SAFETY RELATED on: om c:(' .04-· OTHER OPTIONAL WORK PACKAGE NO. DbE *APPROVALS-SIGNATURES.DATE REV. NO. SUPERSEDES CONFIRMATION ( )/ ( ) INDEPENDENT OR NEW *CALC. NO. *REQUIRED (V) PREPARER(S)/DATE(S) REVIEWER 5 DATE 5 REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO 0 r r DISTRIBUTION·* I I COPY I : COPY GROUP I NAME F. LOCATION SENT GROUP-I NAME S. LOCATION SENT I I <v1 I I (v') RECORDS MGT. ltz"t.Rt ~'-t. I J I I .FILES (OR Fl RE : w~ ~'< (,o~:r:&-) lj I I FILE IF NONE) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I ~bu.:,:..o.:oA.lnO •• ~.;;;s~"'ir"> .. f tt:i.,:.,,.>;Jww..iO:.wW~~~·· ' ·Wf ,-v..:· ·,;. 1 -~-...... -.,•·-.~ .... '· ... ·:x·;.,-· > ··a· -a....:..-.\::.~...._...,,_:.._-i'"" ... ~o...o:...;. ... .....-..~~:...... ... • .. ~-;;..;_..,,;.,,___ •. _,._. ~..._--..:.____,_.,.u_ ··, . -· -·--·· ---·--. _ _ . --·-----------~- -· . ."• ' . •·. ..... -. -.. ,• "~ .·. ~ :;· t. ·. . . ~ ' .:: .. : . ; . :- I .• •- -'·"· .. -~. · . ..--:-:~~:,.· ., . -:·'--·-" CALCtJl..ATtON SHEn '· . . r -1.4./W.U./ ~~na• MG. . ,.c.,~a• I,.... ···:.,:·~~-. ~.-, 1'S~oo. 015 ·; 5c-t5""J...-?.. I -z. -.,. ; ,...,_CII/O.&n . <[:l.'ff8&t•?i~771~" '/J ,fl. "D P,..YI_D ~\..Pr\-.)C\t~TTE , ·; lb '87 . i INOUUIOCJIT IIUIC1JCII/CU.T1: :.:, ~''(i su••~ 1 nn.£ JG"' ~n~•,.1c::.: ~· ., .. I ?(;)\).) e R T\)\\)~ E L ~It-T.!;., t-'1+-A-M ~~~ Ml:l L'J::'t0r!V r..-tl~~~(.,.... •. ,). AA)f1l ·· ' TABU Of CON,....c:.NTS A."'O HISiORIC 0,5.TA -: .. ' (RA:risicms, Additions, Oeietiom.,. Et:.) PA~ DE.SalmON ORJG. ·REVISION RE.'itAAKS I NOo UVIal NO. OA~ ... "1 I}:TL'C ~(:,-. ~ \f'r~\..'E 0r C.C~TEt..JT I '3. l C~LC.. S\)tf\ tAtrl?.. ~ .s lt-~ET .. I l~es= PG-3 FoP-- COV"FJXlwr/f I:WN {Z_(:;-Q' f) i . : it._) 1o. . t..:rn>.r:.o&-. e·~c)J:G-~ cJt:t,C.. . I I~ FL;+tJ !4-l]:t)tJ · I . . .. I . . 1/.-/£'3 &.-A;TS c. t-tl'ri"-6EIL. /)Ej~M.J ittt.,c., I I I I I I I I I I I I I I I .. I . I I I I . I .. I I I l ! J I I I I \ I -I I I ·I l I I 1-I I I I I , I l I I I I I I I I I i I I l . I i I I I _, I -I I I I I I l I ' ; -\ _, • : ·• ·_: .• j :·:...-,_ -:''': ,· ... ·: . -·· .. ... -: : ... ~. . . ·.· ·.·· . ' .. . · ... ·· .:.• .... · .. · ... ' ...... · .. • .. . . -' .. .. ·: .. ·: .... '· : ~ .-- ~·-·-. "·. I .. ~ . . .: ,. ,' \ ,r:n•,;' •' •: ;o• •' ,•;oj ., '', < ' ... ·---. ___ :_ __ ,,~ CALCULATION SUMMARY r~~O./W.O.ICAL.~LA/TION NO. 1"1 1 •so1q.s2 ·1.s-~re. ox ~ -C-\~.?t .. -:.~.... .IIIVIIION 0 C L II! NT I '110.1 I!CT . Q A CATI!IOIIY I C 00 I! CLASS f:t\ t-;5 K A ~eJ'N'ER f.\1)\ ~f)R.TTY \W .. ~LF'< '-A-KE tf-Y{%(> ~Rw8::1 ~--.... IUI.II!CT I TITLE ~~~-~-· , · ~:· J-..!...li'~O '~00;:.:::5~-R-c:::.:._...l....;;; T\Ju~:!.!~:!..S\;~L::....:~'--~L;;..L:f')~~ T:.!-...N,~.::;.~G-2:..-.:~~~~~ flt-.. \,.:..l....:::?:YsJ==::\.S:!......L::lA--~t\~\w..._t\1 . ..!::.0~ ES"I..!;;;;~~c,1t0::..:...·· --------t OI.II!CTIVI! OP CALCULATION T\-\E O~TeC.\1:\lt OP T\-T!:S CA-\..C..0LA\-TI:Ok) n TO F\-i-JPt-L-:t:"t;E ~tVD ~cSJ:G-~ : \\tE. -~0\}.)SR-.. \\Jt0~EL l-1=)\)J:.A)&-rt0 1\fLE'fH-11-\f\T \<-~-CXD:t.~~ ~e:t:~,YFOUC rV\.SfVT· 1\-L-So .L-T :rs 11-\-E 0~\JSCT:J:\/c OF T\Trs ·cALc. To· ()&"s::w-10 AtVCJ Arv~l-J:t;t; Tt-\E G-+ls cHrlrl'er;Jc c. 0 •l) (_ IL cc e. \._.'I: ~ "!:. t.0 G-L CALCULATION· III!THOD/ASIUII,TIONI l'f\ £ T \-tOD -=-\J L Ti: fY\ A-IE 5T R-6" IV~~ H Cf>-10 c_ • . C 6 S J:& f\J W\ IETW)f) ~ ~A-~ IX.. ~TR.0C..T uR.*L E LA-STI:-C. ~ fJ4L y.s..r:s IOUIICII OP DATA I iOUATIONI . CP -Jt>~ sT~0C...-r\JR.AL,.. c.R.:t~-:cr1 ~PART bJ sELTIOI0 !·o 12-e=vo ~-FTC.I ·~\)1:-U~yr:~G CODE R'eG\):t.i<..eMe:t.JT~ 'FO~<.. RCIA)FOR.c.e-D · cotOc 11--C-:::C: ;;$ l&'-f?:S ~-~Sb-b-S "t)EF'0RN\cTER ~E$.5:, 4104-L~s:r::s oF ..5If0&LE gAARCL 1 W~ \J\)}:T .S E" ~&. · fi'IOt.:lO E,-RP\f>~ · \00 .. l4-.-~ Y 0l-.Jl..\cb .S-r-A-Tt:S OcrflKili)t:.o1)1 · OF T\tE T:-10 TSR:LE:>R. , ~\)Rtf\\) o'F REC.LArt\1!-TTDAJ fKc\f ~ /Cf&2 COMCLUIIONI S~~ \J'ESJ:&-f\) C-4-LCS ~·co 10 FJ:-~ M.l} 1:ro .u \<.t::Q \ D FJ:;I'JAL OVTt..~.Ue oF III!VII!WI!II (1.1 COli Ill! NTI (jN FtPPi.:rcA-B ~ LJ:iti 6 r- ~r;:;-cW4f.t'tBl:P-i,J:.NJ;A)fr . , ... ,A 111!11 l:iJANTD R\..At\)r \-\~TTE IN Dl! 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DATE SIGNATURE TEI:EPHONE REPLY: /HE' I f14ve St6-N!i'D A CPri-C.S • [:3) :IJ' Re-n.JF XAJ ~orre-OF Ror;F St-i~-.8 Z:.S CoNS elt v !+7111~, r 4~,so IS li:'-IE VGT IH-t= AAJc..l-t DR RG"Q.~J \~G"H~..VT To 8e: CeloJ srs-P..v/1-T;v€', Z:F t;'17;1~;e L IS"M X~ R. e-J)U c..e I> W 1-fr;;-}..J T H liT W "~X:: r_; T > S 1.1 €: p Fott Co~s.T~v<:-7to,.;; T · tvovt-l' Ce.J,ve..v~ ., 07V New PAGrE' 4-3 A-.5 ~ HIJJ F'-c-x Rea tJF A c..:r. lo,s-. DATE A 040.138· <· .. :, ' ~ , .-. :' --. ·• ~ --: . :·· ... :. ':· /, ' . ···/~< . ~-. · . . . _. ,-.· . "" .. .. . ' ..... , . ... -: ' ~ ~-_ .. -~ ·, ' -...: ·.•· .. < -~~{. ·, -. ''" .·. . . · .. ~ •. -.&··-- ... .. . :· ~ ~-. . . .·, • ·' • r-' ' .. . . .... ... . .. . ,:, .. · . :- . ' ... _.- .. · .. ···.:. ·.-..··-.. · . -;·· .... ';'' .. · .. .. . . ', 'r .• ·: -;· -~-~ ...... · . . . . .. . . . .. ~ ~' .~ ...... .. . . ~· ·. . ~~:~ ., ,. • To: RoGeJ'{. FROM: ~ .UA~ MESSAGE:- PLtd+se • DATE REPLY: DATE .... 040.138 • INTEROFFICE CORRESPONDENCE 1 LOCATION : 3B ..- SUBJECT I REFERENCE I J.O. NO. /S'Sao B(ADwy LA let QJ-rQ,/dvs f c:A<.c . A ,, B' . I{ . ocvs ·T ~~~w~. SIGNATURE .JusrrF"rc..A-7"~;V r;,~ ~ts~:--o !He TELEPHONE r TELEPHONE ~-. . ~ . ,._. __ . ~.-··-r . ' ... . \ ·.:.-: ~. ··. ·.·. ". . ..: . -.,. . -:. :· .. :_ ... ~ ~ . . ..... · .. .: · .... · .. . _: ;·. . . -· .. . :-.\- ;.; . . '· -~ : .· .... . , .. . . _-.... ~- .· ··. .. '', I '• . ' .. ,_. ' ~--. . ~. - ' . ' '· . . : .. ~- -"" .. --~ . ~ ·.·. ~ .. -~ /----- ~;;/ '-•.. '·-·-·. ·-··---·~-----··. --~ ··-·-.... -----·-~--~---.-------·--.:...;....::----"~-__ ,. ........ - {"ht-f -/5~~ -s c ·t-s: z..-.3"L- -J .0. No. 15500 & 15800 _ NOTES .OF· TELEPHONE CONVERSATION BRADLEY LAKE HYDROELECTRIC PROJECT _Alaska Power -Authority --Sheet 1 of 2 File No~ 15800.08 (WP 06C-6) SUBJECT Arctic Features of Gatehouses INSTRUC'.PIONS: Summarize your phone discussion, noting participants, date & time of call. Indicate desired distribution at right. Call reporter must insert File Number(s) and Sublect(s) in file box above. Clerk takes care or Chrono file copy and distribution. HHason ~ x .: »Potter _..:x::....._ AJWalsh _...;;x;;...__ JSautins _...;X;;...._ OJohnson (Field} _...;;x;;;......_ Call Date 8-18-87 Time 10:30 a.m. Between NABishoQ SWEC & DISTRIB11l"ION: JJMPlante/DLMatchett DOC GF __ _ TCri~ikos/Chron Files NABishop JBK TK 08 WP 06C-6 x DPRyan LCDuncan x CLClark JHron GEEng HHiddaugh WCSherman x JBYale RKrohn JNowak T1.4 Incoming __ Outgoing x -------------------------APA HRMason !t~ SWEC & -____ ......:..:;:AJW=a=ls::h::.._ __________ ( DRPotter & ____________ { Originated by:. ___;N;.;.;A;;;;;B;.;;;i~sh;;;;.o;;..oQ;...... ______________ _ DISCUSSION: Ref: Gatehouse Drawings: NAB: 1. Foundation anchors to rock are a problem and are an unusual and questionable practice for purposes or freeze heave resistance. Want to take. them out. 2.. · Caulking at foundation. to limit water intrusion under slab is not - a standard practice and has questionable value. Want to take it out. r 3. Arctic Wind Screen on handrail or steps -from all we can determine~ this is not appropriate here and will cause snow build-up rather than _the intended shielding. Want to take. out siding and eliminate wind shields. 4. Arctic Entrance -from all evidence at the site where · we had precipitation or greater than 200~ last year -We did not have_ a massive snow build-up in the areas or the gatehouses. It is concluded that this is an expensive luxury which should be eliminated. Will discuss with APA since the request for the ""'"_,__, .... --~-~ /1tr: CL" i). Cz.1 •• arctic enJ;rance was_ made by APA. · i • 1-738-JW .. ------.. --· ---~-----P-~--------------·-·--·-------,...,------=---------~-------~--...-------------........ -~.....,-~--------..-..... ---'"'--.:.. -.... ----·-~-------·-----_...,. _____ .....,~_ '. •/ ' !-. . :·:' . ; ,. --. . - .··. -' . eC- . -~ -~~-=-----··--------·----·-~--·-------· --" ~--... -·--_ _.. ____ . ____ ~----·-·---~-:----··'>---·----· ____ _. ________ .:.__ ... -···---. -··-··~- CALC. I~-~ c -/ 4' '-. ~ ;;__ IN::-t : c Z . J .0. No. 15500 · & 15800 NOTES OF TELEPHONE CONVERSATION. BRADLEY LAKE HYDROELECTRIC PROJECT .Alaska Power Authority Sheet 2 of 2 CONCLUSIONS: All involved in conversation concurred that if these features .did not have .technical back-up they should be eliminated • . ACTION REQUIRED: o Hake necessary changes to drawings and specifications. 0 1-738-.iW Contact Oscar Johnson or APA (Field) to make his concerns known to APA (Anchorage) main office •. 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