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Home My WebLink AboutBradley Lake Final Supporting Design Report Vol 8 1988Alaska Power Authority FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUMES 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 DJ\11 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, Spil'lway 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 B ATTACHMENTS B.l Construction Schedule Contract Dates B.2 Meetings of the Independent Board of Consultants . 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 May 12 and 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, 198.6 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 B.3 Meetings of the FERC Board of Consultants Meeting No. 1 Meeting No. 2 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 0216R-4460R/CG 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 iv 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 ~THQUAKE 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 Selected 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. Acceleration 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 INTRODUCTION 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 CONDITIONS 4.4 ACCEPTANCE CRITERIA 4.4.1 Stability Requirements 4.4.2 Minimum A11owabl~ 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 viii Section 8.0 8.1 8.2 9.0 9.1 9.2 10.0 Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 . 0216R-4460R/CG TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS Section Title SARMA ANALYSIS STABILITY ANALYSIS RESULTS CONCLUSIONS CRITICAL CASES SUMMARY OF STABILITY CONDITIONS BIBLIOGRAPHY 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 .Finite Element Analysis: ·Case III -Max. Compress-ive Stresses -Base El 1150 Finite Element Analysis: Case V -Max. Tensile Stresses - Base El 1150 Finite Element Analysis: Case V -Max. Compressive Stresses -Base El 1150 Finite Element Analysis: Case III -Max. Tensile Stresses -Base El 1124 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 112~ -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 LI~INGS 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 MODUti 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 xii 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 G . --70 MANIFOLD & PENSTOCK THRUSTBLOCK 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 I 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.l 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-~61-17B LOCAL STRESSES DUE TO GEOMETRY DISCONTINUITY AT REDUCERS AND MITERED ELBOWS SS-261-17C REQUIRED THICKNESS OF ELLIPSOIDAL HEADS FOR PENSTOCK SS-261-l7D STRESS ANALYSIS OF POWER PENSTOCK WYE BRANCH SS-261-17F PENSTOCK ACCESS FLANGE BOLTS SS-261-18 0216R-4460R/CG xvi STRUCTURAL CALCULATIONS •"-........ --.--·-... -.. -.;·: .... :... ·-· . ., ... : ··~· ., .. ----·""'"-'-"·•-·---· --·· -·-···--·-------~ . .. ----~----... ·--· .. ; . 1 .. STONE F. WEBSTER ENGINEERING CORf:>ORAriON CAL.CULATION TITLE PAGE *SEE INSTRUCTIONS ·ON REVERSE SIDE .t. 5010.64 IFRONTl CLIENTS. PROJECT 1 PAGE I OF z_-~ ;}.1/.:lb.V~ C7bNt~.r' /:A.ul:hl'lriru i f?rMlh'.v LAY..n_ P,-'-'tiu.,t. CALCULATION TITLE (Indicative dfthe Objectiv1-): J QA CATEGORY('-/) PAM fNZNl£.1 .. 0 I -NUCLEAR SAFETY -RELATED OII omjJ. 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Channel openings and clearances in general shall conform in width, height, and location to· all Federal, State and local requirements. 1.1.7-cURBS AND SIDEWALKS The face of the curb is defined as the vertical or sloping surface on the roadway side of the curb. Horizontal measurements of roadway and curb width are given from the bottom of the face, or, in the case of stepped back curbs, from the bottom of the lower face for roadway width. Maximum width of brush curbs, if used, shall be 9 inches. (.229m) Where curb and gutter sections. are used on the roadway approach, at either or both ends of the bridge, the curb height on the bridge may match the curb height on the roadway approach, or if preferred, it may be made higher than approach curb. ~ere no curbs are used on the roadway approaches, the heigh!;:~ I of the bridge curb above the roadway shall be not less tbap 8 inches, ( .203 and preferably not more than 10 inches (.254m~ Where sidewalks are warranted for pedestrian traffic ori urban ex]presS'Il~aJ•s,il they shall be separated from the bridge roadway by the use of a traffic combination railing as shown in Figure 1.1.8. In those cases where a New Jersey type parapet or a curb is constructed on bridge, particularly in urban areas that have curbs and gutters leading to a .,.., ... 11.,.~. the same widths between curbs on the approach roadways will be maintllin~edJII .1 •. AJ across the bridge structure. A parapet or other railing instlllled ·at or near • curb line shall have its ends properly flared and/or sloped or shielded to .• its being a hazard to an errant motorist and to prevent its causing a motorist steer away from it. 1.1.8-RAILINGS Railing shall be provided at the edge of structures for the protection of and for the protection of pedestrians if pedestrian walkways are provided. Where pedestrian walkways are provided adjacent to roadways on · urban expressways, a traffic railing or barrier may be provided he1tw~!en with a pedestrian railing outside. (See Article 1.1.7-cURBS AND o:~u"'£r'"-4uno (A) Traffic Railing ( 1) "General While the primary purpose of traffic railing is to contain vehicle using the structure, consideration .should also be given tion of the occupants of a vehicle in collision with the railing, tion of other vehicles near the collision, to vehicles or p~:lestrill roadways being overcrossed, and to appearance and freedom ." passing vehicles. Materials for traffic railing shall he concrete, met;d, timber, . j j j j j j j j j j j j j j j j .IDGES 1.1.6 . · : : ;hall be cleared with agencies having ·. · . openings and clearances in general :ation to all Federal, State and local 1e vertical or sloping surface on the ".urements of roadway and curb width ·.r in the case of stepped back curbs, ,,;ay width. Maximum width of brush l. on the roadway approach, at either · 1t on the bridge may match the curb · "erred it may be made higher than . ·n the' roadway approaches, the U be not less than 8 inches, (.203 54 m). · l.estrian traffic on urban ex,preSS'lva~rs, . roadway by the use of a traffic .. 8. • parapet or a curb is constructed on curbs and gutters leading to a · · . ppro~ .. •· -~nadways will be main~ain·ecl tt{ ... ng installed at or near 11\ ,.jped or shielded to nd to prevent its causing a m<J1to1rist r structures for the protection of · !destrian walkways.are provided .. led adjacent to roadways on other · trrier may be provided between ;icle 1.1.7-cURBS AND traffic railing is to con~ leration should also be given in collision with the railing, :ollision, to vehicles or peQelig;JJ!l ·o appearance and freedom of 1 be concrete, metal, timber, 1.1.8 DESIGN 5 nation. Metal materials with less than 10 percent tested elongation· shall not be used . Traffic railings should provide a smooth, continuous face of rail on the traffic side with the posts set back from the face of rail. Structural conti- nuity in the rail members, including anchorage of ends, is essential. The railing system shall be able to resist the applied loads at all locations. Protrusions or depressions at rail joints shall be acceptable provided their thickness or depth is no greater than the wall thickness of the rail member or 3/8" (.01m), whichever is less. Careful attention shall be given to the treatment of railing at the bridge ends. Exposed rail ends, posts, and sharp changes in the geometry of the railing shall be avoided. A smooth transition by means of a continuation of the bridge barrier, guard rail anchored to the bridge end, or other effective means shall be provided to protect the traffic from direct collision with the bridge rail ends. (21 Loadings and Geometries Traffic railing and traffic portions of combination railings shall be no less than 2'·3" (.686 m) in height measured from the top of the roadway, the· top of future overlay if future resurfacing is anticipated, or from the · top of curb to the top of the upper rail member when the curb projection is greater than 9 inches (.229 m), except that parapets designed with sloping traffic faces intended to allow vehic~es to ride up them under low angle contacts shall be at least .2'·8" (.813 m) in height.· The.lower element of a traffic or combination railing should consist of either a parapet projecting at least 18" (.457 m) above the reference surface or a rail centered between 15 and 20 inches (.381 and .508 m) above the reference surface. The roadway surface, or the top of the over- lay, if future resurfacing is anticipated, is the reference surface unless there is a curb or sidewalk projecting more than 9 inches (.229 m) from the traffic face of the railing, in which case the surface of the curb or sidewalk is the reference surface. When the height of the top of the top traffic rail exceeds 2'·9" (.839 m), the total transverse load distributed to the traffic rails and posts shall be increased by the factor "C". However, the maximum load applied to any one element need not exceed "P". For traffic railings, the maximum clear vertical opening between the lowest rail and reference surface shall not exceed 17 inches (.432 m) and the maximum opening between succeeding rails shall not exceed 15 inches (.381 m). For combination and pedestrian railings, the maximum clear vertical opening between the lowest rail and reference surface shall not exceed 15 inches (.381 m) and the maximum opening between succeeding rails shall not exceed 15 inches (.381m). r The traffic faces of all traffic rails must be within one inch (.025 m) of a vertical plane through the traffic face of the rail closest to traffic. Rails a ereater distance behind this plane or centered less than 15 inches (.381m) above the reference surface shall not be considered traffic rails for the purpose of distributing the transverse ,highway design loading, "P", or 6 HIGHWAY BRIDGES 1.1.8 "CP", but may be considered in determining the maximum clear verticiu opening, provided they are designed for a transverse loading equal to that applied to an adjacent traffic rail or "P/2" whichever is the lesser. Transverse loads on posts, equal to "P", or "CP", shall be distributed as shown in Figure 1.1.8. A load equal to 1/2 the transverse load on a post . shall simultaneously be applied longitudinally, divided among not more than four posts in a continuous rail length. Each traffic post shall also be designed to resist an independently applied inward load equal to 1/4 the outward transverse load. The attachment of each rail required in a traffic or combination railing shall be designed to resist a vertical load equal to 1/4 of the transverse design load of the rail. The vertical load shall be applied alternately, up- ward or downward. The attachment shall also be designed to resist an inward transverse load equal to 1/4 the transverse rail design load. Rail members shall be designed for a moment, due to concentrated loads, at the center of the panel and at the posts of P'L/6 where P' is equal to P, P/2, or P/3, or as modified by the factor "C", where required. The handrail members of combination railing shall be designed for a moment at the center of the panel and at the posts of 0.1wL2 • Lis the post spacing. The transverse force on concrete parapet and barrier walls shall be spread over a longitudinal length of 5 feet (1.524 m). Refer to Figure 1.1.8 for the loads and points of application. Railings other than those shown in Figure 1.-LS are permissible pro· vided they meet the requirements of this Article, except that railing con· figurations which have been sUccessfully tested by full scale impact tests are exempt from the provisions of this Article. (The National Cooperative Highway Research Program Report No. 153 describes procedures for crash testing bridge railings.) (3) Design Railings shall be designed by the elastic method ·to the allowable stresses for the appropriate material. For aluminum alloys 6061-T6, 6063-TS, ·and 6351-T5, the design stresses given in Tables 1.5.2A(1), 1.5.2A(2), 1.5.2(3) of the "AASHTO Standard Specifications for Struc- tural Supports for Highway Signs, Luminaires, and Traffic Signals" shall apply; for cast aluminum alloys A444.o-T4, A356.Q-T61, and A356.Q-T6, the design stresses given in Table 1.5.2A(5) shall apply. Aluminum railing shall be fabricated and built in aecordance with the provisions of Section 6 of April 1976 "SPecifications for Aluminum Bridge and other Highway Structures" published by the Aluminum Association for riveted and bolted fabrication, and in accordance with Section 5.1. 5. 5 of the "AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic signals," for welded fabrication. The allowable unit stresses for Steel shall be as given in Article 1~ 7.1, except as modified below. · For steels not generally covered by the "Standard Si;»ecifications," but having a guaranteed yield strength, F y• the allowablerunit stress, shall be (To H¥S4 (To et "•• •• (To be used c -.ates· -· Ai1UHM .····.·"""' ! BRi.:_ .. ~.:i 1.1.8 . · -· letermining the maximum clear vertical · ~d for a transverse loading equal to that .. =r "P/2" whichever is the lesser. :1 to "P", or "CP", shall be distributed as · 1al to 1/2 the transverse load on a post ;mgitudinally, divided among not more · til length. Each traffic post shall also .be ly applied inward load equal to 1/4 the ,quired in a traffic or combination railing ical load equal to 1/4 of the transverse cal load shall be applied alternately nent shall also be designed to resist 4 the transverse rail design load. · ed 'for a moment, due to conc,en1~area nd at the posts of P'L/6 where P' is by the factor "C", where required railing shall be designed for a mc>m,~nt e posts of 0.1wL2 • Lis the post . ·:rete parapet and barrier walls shall >f 5 feet (1.524 m). •ads and points of application. wn in Figure 1.1.8 are permissible s of this Article, except that railing · ~&fully tested by full scale impact this Article. (The National CoopE!rat;tv _ N r ... ~ ~~escri bes procedures _for '·· y the . elastic method to aterial. For aluminum alloys ;ign stresses given in Tables 1.5. mTO Standard Specifications for ·15, Luminaires, and Traffic A444.0.T4, A356.Q.T61, · 1.5.2A(5) shall apply. Alu.milltum cordance with the provisions of >r Aluminum Bridge and other minum Association for riveted with Section 5.1. 5. 5 of the tructural Supports for for welded fabrication. or steel shall be as given in ·ed by the "Standard Specificatii~j ;th, F y• the allowable unit r .~·:.:'"I ~--·-J; '':.-":.'~~· -~"'['', 1.1.8 DESIGN CTo be uMd whlrt there it ftCI c.b ,. ..... , ••rf.c• "'•·» or c•b 11rojecte 1•(.221 ml or lest fram traffic fact of rollin;.) TRAFFIC RAILING ·~· -:· . .... : ~ .•. ~: ~·; ·.:-: .~ ... ~~ . 110 b• Yltd •Mn curb projoctt "'or• than 9•(.2291'11) fro111 the traffic face of roilin.g.) COMBINATIO~ RAILING ·-I !1 :-o • i I i • -: • ~ . I !_ ... •..\ lit .... el MfiCtRt 11 1 tidewaJil wlartn hiQhWGJ trcffk: it; 11porated frotn poMtrion traffic bJ a traffic rail' ""'" PEDESTRIAN RAILING ~=:flit• 0 " l~fl are oppUad to roils. TN -:,"0: ~'h~i~n.::~~~d ~~ P«J::tl· . .. teriolt litftd in Aft eUustratewt ONJ. Any material ar caabination of -. .... , ... .._ Hl " • 1• 1· ~ '"0J ·~ ••H itt a"' confi;uratian. · ,.. He~::" of ~Hiwn loadln; •10 lllpa. c44.48 .11 N ), L• ltott ••ocira":(r~~) ~~~1raU ••on tlftiftnce aurfoca (ln.J (Pill) ;•P•:~;~oA loading• 50 PC*•41• ptr Unear foat (.730 llN/I'ft) • •·--•• -' • .. [h ·-ftl r 1 . FIGURE 1.1.8 ··( 7 D~ ' ci. .6.5010.64 CFRON n STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *S£E INSTRUCTIONS ON REVERSE SIDE ·CLIENT 6. PROJECT · · HLA.S KA-?0\JVt.Q.. AU1tiDRT.TY I ~RPrl)L£ ~. \.-Pr\<.. E CAL.CULATION TITLE (Indicative of the Objective): m~~~ ~Pr'N\ TOt. ~ \.::c t\Y\ \-\ IJE51:GN SE& f(\E~TS. A)S.)C ~c CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE \s8'oo.og 5 C-·\9[.-'l'l {)~ *APPROVALS-SIGNATURE e. DATE REV. NO. REVIEWER(S)/DATE (S) INDEPENDENT . ·OR NEW PRE PARER (S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. 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DIVISION: __ ~O.- RBPBREN.CE: MATERIAL· ATTACHED ~------~-------~-~~---~---- (":·· MEMORA-NDUM -------------------------- -.. . SPECIFICATION -~d:_ ____ k __ ----- -----~-----~----~---------- OTHER --~~~--------~-----------~- MAN HOUR·S ALLOCATED ACTUAL REMARKS ___________ _ ENGINEERING -----------------------------~------------ DRAFTING W/CHECK ENGINEERING BACKCHECK .TOTAL ASSIGNMENT COMPLETE ----------- ---------------------, -REVIEWED BY DATE ______ _ DESIGN ENGINEER OR TASK LEADER -ACCEPTED BY DATE ______ _ LEAD .E:NGINEER REM·ARKS•-~t-~\L . ..t'-"~~-;b-"~-~~~~~GlL.J;1sUQQJJ:Ii.t.~~JJg_p_e:f;.._f-=_.3o0 ; (·--, .. ~~-~~""r:a:L"'-.k•~-"Ft~~t:J. ~~+.b'L-:..-".c.SS"---~S~~--q_~l_~~-~ 'hi'~Jsodi~itfss~,~cr~ \.___ ' ~)_Ji~ ... -~-'«'Lt-..E.~.P.tzk,_&..g,.'?rJ'2.-o:Jf __ qCif_~!Illol.lli!o:.9Jot~bf-:-~j-...C0"-!a-&;:lh~-..1 Joe{) / ~~t-~~~--~~--~-~~-~-~-~~~-~~~~~~----~---------~-~ ::::::Pz;iA::~;F~::;,~j2::~:f-~~~:r:.:g::~ft::~:~:±~bD~&:=J¥i"Z:A~J-cc~ --~~~-~~ll-~-~~~--~---~~~~~9~~1:~~~~---~-£C-~£-~i~~--~------- -----------------------------------~---------------------------------- i l I -~------------------· --------~-------------~---· ~-----'"--------~--__ .,._ ---~--~ ........ _ ... __ ~---------·---~-~-- -. - t,p,.~ 1~«'-~/~~-\~1 ·191A11~ ~ . . · . STONE & WEBSTER ENGINEkRING COR~ORATION ' WORK ASSIGNMENT KDTm. NOV 1 9 1986 .-•~ . , .. ·-·-•: ·, -. .~ .. · .... -. ~ ... 15800 ·--H~~---~ 1 5800 • ---~----• --~---PROJ TASK WK PIG DATE: ::_f.JLMf._ DIVISION: --~I:L Bradley Lake DIVISION ASSIGNED TO_~l2f~~~~~---------~ !:~::~io 8~iY4J:~~bff~~~~ · . uL~ .. ··~k . E . DATE ASSIGNED_1/l ______ .DATE REQUIRED ____ !,Y_{ __ DATE COMPLET D -------- SCOPE. OF ASSIGNMENT -_!-t!!':--ftl_~i.i.-:-~":!!:::b:z-~~-':/l-:-~kL~~------- .-~f-~;---7;;_--r~----,-;z;:J-r:~-----------_--------_------~-----~----21~~~----~-------L~ -----~~-----------------~~fl-&-----~~--~~~t:::~----~-~--_____ .:_ __ ~~-------- .:? .-. ... r ... ~~.rr~ ----:-~;~--~-Ae-;-~~;--- ------------------------- _j, --~-----~~------~~-----~~L~~----~------------~- PRODUCT REQUIRED .DRAFT FINAL REFERENCE MATERIAL ATTACHED ·.· . ·, . -. . :-: .. ·~~ .... . ' SKETCH __ 1:::~--!f!:#-J._ ________ . _.2.(__ --~-- DRAWINGCSl -----------------~--· ----- DESIGN TRANSMITTAL-~-----------~--- f~/::.{€.£:~!1-:..L_&~.iJ::L~~;.kJ. _f£":_~-~---~al~~-~fl.'J · ... --------------------------- ··.:·.~ ... MEMORANDUM ____ .;..;..; __ :... _______ -~-~-----,... : :~·! .. SPECIFICATION _"=E~v-/:_ _ _ --~------- . · . · .i · .• ·_:,_ OTHER .. "'c/V/r V . ------...11N------~-------~-------------------·-----·-----------_·:· -·~ .. -: . ::-~MAN HOURS ALLOCATED A.CTUAL REMARKS _______ _ : ' .. . -. ENGINEERING -----------------------------·------------ ~RAFTING W/CHECK " ----------------~~------------- ENGINEERING BACKCHECK -~~~------ TOTAL ___ f~----------------· r ASSIGNMENT COMPLETE -REVIEWED BY' DATE._------- DESIGN ENGINEER OR TASK LEADBR ·--~~- r---r \' :. ·-'-·-- . -~ -·-·--r-----~----~--. L .... : .. . . . :·:-:T _ ... 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SPIRAL IV I /l/0=+.2 'If I I I 30:. j/ v )_ -/J/0=0 ' 1j v v 1/ lf Vj I I I v 1/ / 1-/310=-.2 ~ / v / // / A / I/ / """' - h / / v / ~ / fj/0=-.4 '¥' /_L_ / /· # / / ./ .J V-v 1/ v / .,...::: 1- /. ~ ~ / v / v v / /_ /J/0=-.6 '/. // / / , ~ "/ v / / v I ~ t% /': v L. ,;"" ..... I ~ % t/ v v f.' I-" :,...... ... -....... !.,...o ~ ~ ....... ~ I-" ....... !---:::;..--I-" - ~ I-" -1--I ::;;: -r ~/0=-.8 IJ/0=-.9 10 20 30 40 415 ANGLE OF INTERNAL FRICTION,QI, OEGREES REDUCTION FACTOR (R) OF K.., FOR VARIOU$ RATIOS OF 6/0 0.7 . 0.6 0.5 . 0.4. 0.3 02 0:1 0.0 10 .978 .962 15 .961 .934 20 .939 .901 25 .912 .860 30. .878 .811 35 .836· .752 40 .783 .682 45 .7.18 .600 REFERENCE: CAQUOT,A., AND KERISEL·,J. (1949) (REFERENCE 3) e.g.: ~=3cr; 6=10°; /3=0°. Kp FOR 6=~ =6.5 R=0.63 · .946 .907 .862 .808 .746 .674 .592 .500 . 929 .912 . .898 .881 .864 .881 .854 .830 .803 .775 .824· .787 .752: .716. .678 .. 759 .711 .666 ;620 .574 .686 .627 .574 .520 .467 .603 .536 .475 .417 .362 .512 .439 .375 .316 .262 .414 .339 .276 ·.221 ~174 FIGURE 4 PASSIVE EARTH PRESSURE ·COEFFICIENTS FOR VERTICAL WALL j_ ~' ~-·-· --..-.-----~-·~-~-~-~_:111!1~-·~-3~-; _. _, ·--'·: ... '-:f>.liil~!~.--· -~--· ... -.... · --N:n========--.. -.---------·.-'·----· .. ,_;;-----~----------------.-.. -.. -.~ ... -~~·f:;J. ........ ','. ·~· '! . STON& & WEBSTER ENGiNEERING CORPORATION WORK, ASS! GNMENT .,1-[11 ·!\11"\\i ). -YL.· .198S -YJ.SRf.RMAl l·~ \J • :J • • .• l 'I 'T ----- lj· ' 1 58 0 0 . ,_...:tf~ ... 1---. ..,. --£ 1 5 a o a· . --~~~-...:..~ . __ .::;:::;: _ _.: __ PROJ . . TASK WK PKG .DATE: ~...:·~_}_;~ DI VISION: --~tL Bradley Lake ·. ~~~i~~~QH~~~~~~:!~=~~~!~:. ~;~i~~~~ TO __ ~z_~~_:~~~--------- DATE A~SIGNED~jlJj1_5_~-DATE REQUIRED_J_?2_k~--DATE C,OMPLETED __ ..;. _____ _ PRODUCT REQUIRED DRAFT FINAL REFERENCE MATERIA~ ATTACHED_ ;.s-g 00-G!)-~'7 -I . -:? 3 -I ' .X SKETCH Ct...::: 1'€4( ~.- ----------~~r------- DRAWINGCS> ------~~----------~~ DESIGN TRANSMITTAL -------- EMORANDUM·------~--~------ SPECIFICATION -~~~~i ____ _ . )(. . . I OTHER ----~_2;j~--:------~-- MAN HOURS ENGINEERING DRAFTINQ W/CHECK. 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OPTIONAL TASK CODE PAGE..6H:_f .1 2 3 4 5 No.r~ 6 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 l·t.S + o, b3 "2... 24 , o"'2..~ )( 31 '= J.~? ks+ 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 (13.1.} p~) sc :2.01-BA UPt...tFI JS.3Z' ·I~ JS.'I2.' .. ~ X (S· ~-z.} t O·b3-1" o. 'Z-\ I :~ "'2-'l( 15· Cf '2- CALCULATION SHEET .0 Ql a: w 0 0 ~ > 0.2 . "-a: a: w ::> C/) 0.3 C/) ILl ~ a: 0 "-0.4 -1 0 w CD :I: 0.5 w t 0 ILl z 0 0.6 " ~ ~ 1\ ~ \ ~ \ \ ~ 1--1 C/) <( 0.7 0 1- 0 1- II 0.8 >-I.e 0.9 1.0 0 0.1 STONE & WEBSTER ENGINEERING CORPORATION t:'---r--.... ~ ~ ~ ~ ~ !" ~ ............ r\ ~ "' \ ~ " ...... -~ oo ~ I\ ~ t'.. \ ~-~ -3QO I~ ' ~ 45° f\. '~oo ' '\ 1'\ "'· 1\ 1\. \ \ \ ~ 75° ' ' ' ~ ~, ~ :" i~ ,r- 0;2 0.3 0.4 0.5 0.6 PRESSURE COEFFICIENT C where: Cm is maximum C value from figure 221 REVISION ~ QA CATEGORY I CODE CLASS f\ Res.W.S. ~-:'""-" )"': ---=;y.--1 r--.·.:).I I I . ·.I 1 h 0:. · >.. 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I I lSD (),1( I I l ~ ,J u4 ~ ~0 DY \ I "i ' ,-;;--j\L11 D o,z~ \ISO 3Y' ·~ ro 3D I /{'=6 "2..D o,Co<, 117~ (D b·'?J I I { bO Zo l{t,D z_.o i I I/7D (O Otj 117o ID J/70 (0 I ·- I I I REVISION 3 QA CATEGORY I CODE CLASS w,r., ~•-//6~..,..--1 ~ :3r ¥-.( I ~1 = ~ ~(? r---'~~'~1:1.. 1 'P(> . ~-'Js lfpf a . .)!« A'~ ' ~A" c 'Pe v, ,:. M~_. e ~ O,o ..j:{pB C J, o.7UJPp '-' 0.2.99 ~ ~' ... I, 7..9~11 O,?f /, 7 §. G"2.9 t 6.7/ f,~~ 4& ·'-7cr;;l:..' Dttf/-(,~D 3.<. ~ 4o5'""1 -------- o.>J /.24 18. 0 I 5cl-1 C>35 o~~'-) ;.'7 ~s~'. o,-1.4. \ /.59~ /40,7.. I (pG;$"1-I I ~lD~ \;. ~9 28 I I ! 3 s-o'~( ~Sf} If I I r.o, o 13 0 1:-..! i . ·------····-- o.4 0,1s-5,4 I 2~).._/ o.7f I·D{ _._ .. -· -·--t ______ .. _______ . 27. G:> ?.8ok 1 O.(ofo (!),C(J 13. S" Ito ~c.; ·---· 0,47 0 I (p(p 4.8 20 k.! ----! ---. -.. 0·14 CJ,&>9 /0 r / 8'5 It:...! ·---.. . ··--- o·S~ 6 ,5"$" 4.o I :7 /.:-I ---------------·----- (),14-o,3t5 z, ') ( 0 (<.. ( r-----·-·--·---·· ·--------···----· ··---··- I I I I I I ! rf< c_ 1/ k\. \) ~ "'11\ k. t~ F~ ~~NOt-Sf.ll~n-L ~~ ) 81JP.El'tv or: P'Et..c..A-IV!A-Ct.()tJ, FlG· ~;;(:(1 ~.3-s~ Vet He D~t~.J or-~~ Dfi-1'1s1 33Co, e-<tu kt LcV'5 fJt,::;c.._ r"7' --- (' I ' ' ' ' ,. ~ ' -~ ' ' : ·---· .. ---.. -. . . . -. . CALCULATION SHEET &5010.61 PREPARER /DATE D.c,v,fb":/7 ~B.IECT /TITLE S:PtLLvJ~>o~ s,.~,u'jl{ ANAL"''!. s;f>" .• '-WA<t Cet..)FIGU/tAt~ fl;7'( %. JSBCO-FC-S~a } (vJJDAtrJJ) X. <:0 !; 0 0 ,, :n 0 CX) ··~ STONE & WEBSTER ENGINEERING CORPORATION . .1.0./W.O./ CALCULATION NO. 15lbo.oB <s-c.QoJ -8A QA CATEGORY/ CODE CLASS ---·-- ~: "tl I I ~· :: -. . -... ··-. ·--. ···~-·. STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET REVISION PAGE A5010.61 PREPARER /DATE ]), {1...), Poi-:'"{"K SUB.JECT I TITLE s Ll I ._2.-I ! j i I . i------'j:: 0.6~7& ~ 3 Jo OA CATEGORY/ CODE CLASS u.s' --~ -~-®- -l[...._ _______ ____:l·)-- : Jj - - : c~:BJ f.:\ '- .... i ' ~ -v: '•. 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I ~ \ ~ df\ = j A~ ~X d A (' {,f349\d J x (g . 5-o ,oro 7& X ) >c Au A- :: ::. 17. (p /I o. 9 ~7. '{ l{.(o A 4.--p., :: 0 ' ~ ~/·+ ~ 7. 3 :s; .£,1. t 17-~ r.D .!.f ': 2 '5 .7 srf+ tJe/roo( wlf)r1f-== · (o.1~%{f-X/ ')(/het-,q )-:o {£,f4D{z~7) '= _ c::alC~:. 101 • c7.3'{t\) ·Qi.r-.~{1.3 L ~. " 3,( k -----------------------------:: 25.7 CALCULATION SHEET ~tMJ "-'+ -1, C.~ ~·r) s~~,.) (0~0 - ~ :; -= ,...._ - ~I I .)C ' /0,'2.. I .!.:1. c:( Cs·1J + "3·~) ":. C'), e I 3 3·3 r 'S·~ )i_ ( 3.J f;_· ~) -=-_ f.B I ~ 1 (33.J) [?.s-s--t77. s--r 5s.8] -}-[S'~J->( ·3.1~8] /0.1_ D, 6~78 ~.tJ42; 6 ::. 3.8 I REVISION 0 QA CATEGORY COOE CLASS = :<.o _..:... (zho- .33.3 134) / CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .t.5010.61 PREPARER /DATE ]), W. Porr~:::?( SUB.JECT I TITLE ~ P 1/. .. '-1A1 <::; "7'1i £3> I L I C?e~tfJ w t ci:, c., ~ • ) Lh) 'r\ ><crt.o.u I~ '2. \;.,.h..., AJ?rll' E7. 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REVISION PAGE 0 ~ QA CATEGORY/ CODE CLASS I 4. c:) CALCULATION SHEET &5010.61 PREPARERIDRE D UJ, ~CITE SUB.JECT I TITLE ~PIU ... w S''rf\B(L 1 (DeAowtz:tG>ft( ~ '-·9· 1 ~'T J -r;..,.~l ~~E tq_ \\70 c.a + 4./ I ,X II :. 1/. ~ r STONE & WEBSTER ENGiNEERING CORPORATION Cs~~ 1,2,~3) ® z-z.s 133 ,( REVISION PAGE 0 3b OA CATEGORY I CODE CLASS @ 387, ""2. + (J_t.. s)( 4) ____ ......,. ___ _ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET PAGE REVISION ..a.5010.61 Sli;;._-:~' () 37 QA CATEGORY/ CODE CLASS Cl>/J. r ) "2. b?. -1 2 & c.. -a b -2 oc -~ < x" !(brc.J 4 0..: I' S' I I 2~. 8 ~~ c ~ ?C' t ~ d ":: s ! A ~ A =- AB""E 117o 4 ~ l/7r>G 1/"?c r s-) + 4.,. ~4- A..., c; A=-. /IS, .S ~.pf ~ --2.4-I )( ~ rs .s r 3 3, ~ ~ /I '5". s ';. /33.7 {4-./t-J"')r-/1~.3(2.4)- 24-J -. 133,7 {;;, &. r4 ') -r llr.] (; 3S) _ '2.4lj Co I CALCULATION SHEET .ol.5010.61 PREPARER /DATE )) •W' Po T'7i STONE & WEBSTER ENGINEERING CORPORATION. REVISION 0 SUB.JECT I TITLE SPILLW QA CATEGORY I CODE CLASS ~ n.n.6,.) £" : d.= /.~' b ~ ?/. 3 c. -= z~, 8 d.,_~l A /Jtp~ ::::. S~..ar) ~ d.:::. I -r ·5 lo ~ 3t;.,8 c.. :::: 31.3 d-=. 5' To-rPrt.. Ae(YIJ~. A ItS'S : A 1/o.o 1:'1.· f- 11~5"" Rt(p ~ A~ !42. 8 5" -:. 2.4 I X ': /?rJ'1 :219, f /42,8 ~ ~<f.9(!'¢.&,t4 1) -1 1+2./S (!~.3) ?9/rB A= 17o. 3 <$'5 .Iff ~ -;: ~.1- -If ~ :::: 59/.B ~ /70, "] -sr; z,/ ~ +1-- tJ.Y~e"1' -:: { o ,i4~ ~~ £v){A) ~ (o,4fs-)( SrD2 ,/) = 8/, ~ --...... . A t!{,o ( ~ ''"'~ + s0 +AD ~s-39;,s(7.9 '.,_ s') . + f7o·J ( z.<{.) l.j 1/5~ -;:: '!;'h-z. I -A_;. / -A /l(,o [ i",l "P f-41) -l-Ao K 6 39/.S (17.8t+')4-17~,:s (,,) i lf?j -:::. -A..,--s '-2. I f7.f3 I k -l[.7 I - 2/ I -- CALCULATION SHEET, A5010.61 PREPARER I DATE ~-c.U. ?o .:__,- STONE & WEBSTER ENGINEERING COR.PORATION REVISION 0 QA CATEGORY I CODE CLASS s~ ('. C) :. /."f lo:-4Z. '3 c-:. 3~-8 d-: 5" ( 2/,8 Ta7A-L A8CJUE 1:?.. us-c ' . 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S" ( )(:: 2."7.3 l A 114~ -A I 145" ~ A? : 1 8 ~I ) .L 2 5"2. 8 ~ ~ 2 3 B ~ ff. tAJt.j~o., --(o,/4sYU{.flfXA) = {o.;4r){t 1 2;;B) "" lBO k:. -~ )\ A,,45 ( lJ114> + SJ + A' 't_r; = A II "'t> At14>'" ( .;,,4 1 ~4') ~ A9 x9 ~ a=-;.:; b"-5""8· g c:. ':. ~3. 3 d -= ~-r A f/4o ::. ;: ?Bs,/ (13,7+5 ) .. 2sz.s ('2.s-) _ ;s-, ( 1239 r_ ~5.!( 2t.4-+4) r '2Sl.:a~·n.3) :::. )'2. 3 I?> A';;.. 'Z. scI 3 ~~f1- ~ --'2 ·5" I -3o I X -=- A 113r " u.Jt/ ~ 0 ;/" -:: Al\40 .;-A,t::. ...,_ 1'2.38 + "2-BO ~ 151& ) -X -::: { o .14-) 1Yet~~Yf )(A) -= · (o,l4~)(1stB) '; t2sf3{fo .6'.,.4!) <~-2So {3o) __ 15lB I 3o,(o I ( '3 '], s CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATiON ~" 1.~ I lo ::-·(t; 4-. 3 c.-= s-e.s o\ -:.. 5 I a fi;: s -, -)C - \\3D 3o7. 8 $¢. .f:1 I D '<·5'' 3~.8, A~ : A IJJ\ + A,, : IS(8 + 308 ., 18:<_ Co so .fl- u.>f /Feo-1' :; (Qr145~.f+ "{I52G) =-~as-k.. -Aror ('j,Jr -r s) + Ar; 'j11 -: ·rs-/8(1(p.9 ts');.. 3os&.s) lj -:: IS:< Cr. 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OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE2i_ J s~oo. o8 sc.., 2.o1-BA- ~ -~~.v BASE-+(.... 1.. -30. o 'nl Cf· s;Aj ~ ot~- v H Ar""" f'\1,.. i1\~ ,/ v v' 2CfJ'=-·7 3b,S Dtl.f'-17 ~'h .. ~\1'1....,. ~ 'I~\-' --·-:-~- e. ::. -16·7' -7B,o \300 ~ 'll ijx -3H >e'/z. ~-:1.!! 23.lf.., ~ sq.3' ~ I~S~""' l~.o v '-+9 -S~&v 'LBO.\ ....-'1o.o" ..,. ........ to 1 B3 5 }B88 qr·.4j:t=;.~ ~K= 8'1l-f7 ~ J tBS.7 · .,/ ........ :: 31·~ +t f-r(JY'I\. D/s ~~ (= -r.~ .pt, ft"DY'1 ~c{) 'ZJ6D·I t< &:.'f. V-f-'-B' t !1f>.V·I' (c~ -2-SO•I f,,q') ( 3"1. ~I) : ~~~ ~l>VJP, ~ C:..=-lbOf t1 \-'\J;:>"1 Ia o psi. -' 2 3 &5010 65 J.O. OR W.O. NO. lSBoo .. o~ STONE e. WEBSTER ENGINEERIN.G CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE sc... '"2-D 1-BA 1"2..- PAGE ?.Z. I 4 P rvt F ( GCJA..e. 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WEBSTER ENGINEERING CORPORATION CALCULAT.ION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ei GROUP 5~ CALCULATION NO. OPTIONAL TASK CODE PAGE2:Z .:2.c 1-sA N l>f~ ( C&i-SQ.-J:) wed.~ ot ~~= 53>.1,-\'+-'Dt~~~~= \:3-3#. rf·5'1B . J'f'· sqB W~V\r ==-17{0-'f ~< C..Gy. = =:so.s * c.Gy= 15-tf .ft. ~ ~ C1-e~ :2.s.o f;t, C~__ J = z£~'btt :r: = 11)6~0 M'-f . II Cp· 5CfA) l,Q ~ 12 13 14 15 ~.wt· 16 17, 18 9 ~0 .22 23 24 25 11 {l~~t- 26 vl-1)' 27 28 29 30 31 32 33 34 35 36 $t-v-(Z..ss-e..s : {M +'f-t-) v \ 7~·"+ rs I ~ 14 L./ ·. fa6.4 :: {'2.5.oK I" I·'+ -LfS.?., l'll·"f + l.f s. '2.. H Arm. Mr (Y)D 30·5 s~Bo ' lfq.'1 13.3 0~~ Lfl1·3 738 12-3Gf 1.f~8 (pi ,q-COI/8 l13Y ~Y\:z 49'64 'I< 1h 't.o"?.}/~'-Jox 5~·~' ' l'tl·cf (-J,o) (tS:i,) 4·7/<sr ( 33 p~) ujs \ \)b90 - .J91·~ (-L· OJ (2.5• 0) -3.g ksf ( h7 p~) d:>/S \hb'fO 37. 38 L!3· 2.. 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C:l 1:""' ··· .... !.,.11 ~= [~J 1:~::1 o::r :;;~~: ])· () en ·--1 (:) rTl rq " r;"') "" () --·1 , ... :. l}:r 1····-1 , ... : .. . ... Cil}" '="~:' en :;;:~: -::::· " I '1] (") C:::l , ... ·, ·-1 ·:::· ---1 , ... :s. l"fl I :::o [1:, ]::0· 0') rq ·::::· (-) ·-.o .... ~ I ~-· t· .. , Cl c ... 1 ~:~ I 1-:t. J> ·-.o --~ O::r cr·· r 1--1 '1'1 -·-I r-· 1--· ·-:;:r~:n m ~ i'Ti ~: ... H] Pl :0 ····· :::t .. ,. r~~ ~ ~'\(" "TJ ];:. ~~ 1::;··1 ~ rrl ~ ~ .. \.\} ~ 6\ ~~ ~ ~ CALC # 15800.08/S-C201-8A PREPARER/DATE~ D.PDTTER 09-23-1986 OVERFLOW SECTION i T ;-., .. L.l!i I ":'1.1:-" L.J_j\~t:. -LOW RESERVOIR LEVEL w/ 0.75g Horiz + O.Sg Vert t:, L. ii -··~: c ,_, HORIZ CE!··.JTROID :.-, :i . .;:.L a .:..r t-:'1 r· r~-1 .-\ ----------~~--\\ 7t.:7 337 I 3B3 · I ------i 720 1 I I I 2S';IC, FT FRCtt~1 D/E; ci-.t'c.-, ; .... ~..... I -11 PSI _______/ & CA~C # 15300.03/S-C201-8A PAGE~ b b PREPARER/DATE: D.POTTER 09-23-1936 ELEVATION 1165 OVERFLOW SECTION SECTION AT LIFT LINE WIDTH OF SECTION = 25.3 FT DISTANCE TO GALLERY = 0.0 WEIGHT = 36.1 K CG x = 14.6 FT CG y = 6.0 FT C toe = 12.9 FT C heel = 12.9 FT T = 1431 FTA4 CASE I -NORMAL DEAD LC!ADS r../ERT H\'DRCi ":" .-,.r--1. '._.t:. "'!"":-:"""!~ l·.! ,-. i :_: l ML·=' t)PLIFT !.JERT -z L. .; 1...}~1 • .L 3E=. 2 12~~ ·i .-.... .-: LOa.L HORIZ ARt·1 ~1r· 24.3 .-1 ...... -r .L '--~-.::.1 ECCENTRICITY -3.1 FT FROM CENTROID 9.3 FT FROM D/S FACE STRESS AT UPSTREAM FACE = :; PSI STRESS AT DOWNSTREAM FACE = 2.5 KSF = 13 PSI SLIDING FACTOR u~ SAFETY = 60.0 ··C:ASE~~~F:----7.------------------r---- LCiADE~ ~.lERT DEAD LI]ADS J ~ ., .· .!. a ; "HORIZ ARt~·! 7 c () ·1 (J c 3 c: .-,--; _:·L f --=-:. ._j{::: --;:-, .-, ..::.:7 II~ t.JPLI.FT 7]// / S-17~; ~ f?.<;.v. juM.~=-614 507112 f· bbA / ECC:Ef··-~TFI CJ.. 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I o=:' ]::0· "'IJ :t> .::;··1 IT/ i0 ~ ~ '~ ~ OJ CALC # 1580C.08/S-C201-8A PREPARER/DATE: D.POTTER ELEVATION 1165 SECTICtr··.~ AT LIFT C!~-~.lEf~FLCI~:.J SECTIClt~J RE:3EF'·~/1JI F~ LEVEL \/ERT -1 :::-t'i .!. :_:I:·._ .. TOTALS 18.0 HCH~~IZ '"":17 .-1 J!.. ,· a .L 1-i or· i :z + ·i -~ ·-:· .1..!. c ~ (i 1:".._1.., ·-· :: _,. =' 4(::4 2t)2 \ ECCENTRICITY = -10.7 FT FROM CENTROID 23.6 FT FROM DIS FACE I STRESS AT UPSTREAM FACE = 2.4 KSF = 17 PSI \ \ STRESS AT DOWNSTREAM FACE= -1.0 KSF = -7 PSI , SLIDING FACTOR w~ SAFETY= 41.8 1 '"-------~~------~--~-=--------------___-/ I ·· .. CALC # 15800.08/S-C201-8A --~ 1-9 ·S i. PAGE: ~ 9 PREPARER/DATE: D.POTTER 01-09-1987 REVIEWER/DATE: ELEVATION . 1170 OVERFLOW SECTION SECTION AT LIFT LINE WIDTH OF SECTION = 20.3 FT DISTANCE TO GALLERY = 0.0 WEIGHT= 19.4 K CG x = 11.6 FT CG y = 4.1 FT C toe = 10.1 FT C heel = 10.1 FT I = 697 FTA4 CASE I -NORMAL LOADS VERT HORIZ ARM Mr·. Mo -----. ------------------------DEAD LOADS 19.4 11.6 225 HORIZ HYDRO 3.1 3.3 10 VERT HYDRO 0.9 19.3 18 ICE 12.0 9.0 108 ------------TOTALS 20.3 15.1 243 118 UPLIFT 11.5 SUM.M= 125 -----SUM N 8.8 ECCENTRICITY = 4.0 FT FROM CENTROID 6.1 FT FROM D/S FACE ~!ON-C0~1P__RESS~V.E ___ ?~RESS· OF __::.1-.J PSI REQUIRES CRAC.\ED SECTION ANALYS · F' c = 35.o6 ps'i -~-= ~~ ~!~~ir:~~:~~:~~~E~~N~RAGK~~-~~NGTH = 3. ~)-P~J I . ~ -~~~~;~~ ( LOADS /vERT HORI Z ARM // Mr· I DEAD-LOADS // 19:4 -----~ ---225---~ ·1 HORI Z HYDRJY 3 .1 // 3. 3 \ VERT HYJJP.O 0. 9 · / 19. 3 \ HORIZ PP'W ADD 6.Jt' 5.0 VERT.-fiMF ADD 1. 1 _,.. 17. 3 , .. ,..~ .. 18 ~/ \ . / ! /34 l / I / \ 19 I ' .· ------·' J ·.TOTALS UPLIFT 263 45 ~ Rl!..v. ~JM. M= /'18 I ' SU~1 N 0.0 \ \ \ ECCENTRICITY = -0.0 FT FRO \ STRESS AT UPSTREAM FACE = \ STRESS AT DOWNSTREAM FACE = \ SLIDING FACTOR OF SAFETY = 1.1 1.1 87.8 f · h'1A .// 10.2 Ff FROM D/S FACE 7 PS! /I 2 3 4 5 6 7 8 .&5010.65 STONE e. WEBSTER ENGINEERING CORPORATION · CALCULATION SHEET CALCUL'ATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 6ttt\ IS oo, os SC., 2£>1-8.4 £l£\/ I \ '7 0 -0\t€1\..~W I ~I FT" L..IIJe: r>rnF. ( ~ -n:) v Mt 9 ~{ L'Jt, 10 II 12 13 ' 14 15 16 17 18 9 0 22 23 24 ' 25 26 27 28 29 30 3 I 32 33. 34 35 36 37 38 \+,dAO ~ ~~ ~ C/hld..) ~J,-o + (p. 'l-3A) •V s.o 'II' (().0 2/• 'I ( -o.t)(,o.l) fo't7 = 1-l.kS; (7 p~) \.0 k~ (7 p~) 39t---~-------7~-----;~-----T----------~----~-r-------,---l 4o ,.~~:.r.A ~w ~ NOR/":J~/.... ~IJS~. , 44 45 46 . bq : ~ ~1.j:'i{: IE>_.(c. #y· j' 3-7' :r / r---;....__r-----t-..;;....:...._,.,. l~h.b' + !Y:. q1 ~ 3.1/9 // CALCULATION SHEET STONE & WEBSTER ENGINEERING CORP.ORATION PAGE .1,0./W.O./ CALCULATION NO. REVIS I ON /58 00 . 0 A -S'C-2o -8 3 ta9b QA CATEGORY I CODE CLASS I "(-: WIDTH OF SECTION = 20.3 FT DISTANCE TO GALLERY = 0.0 WEIGHT = 19.4 •< CG ~-~ = 11 • 6 FT . CG y = 4 .1 FT C toe = 10.1 FT C heel = 10.1 FT I = 697 FTA4 CASE I -NORMAL LOADS -----DEAD LOADS ·~-__ HORIZ HYDRO VERT HYDRO ICE TOTALS UPLIFT ) (v.-~ SUM N UP sw .. ;:A.·l.4 6 c. c..ul! 1 I I '., . ;v ~ VERT 19.4 0.9 --::. -- HORIZ .. ARM Ml" -----------11.6 225 3.1 3.3 19.3 18 12:9 ~ ------243 ~ 23~· 233 ---'2.0 I 3 Mo -------- 10 10~ ------~ /o J CALC # 15800.08/S-C201-8A PREPARER/DATE~ D.POTTER ELEVATION 1170 i]~:./ERFLCJl~J :3ECTICtr~~ (19-23-1 =7'81=.: SECTIC!t··~ AT LIFT R~v. 5 PA;:;F: 7 ~~ ' ..... _,,_-(./ ?---------·--------------------~~~----------CASE III-EARTHQUAKE DEr;D L!]ADE; HCiFl Z H ... {Df:Ci !· •. /Ef~T HY'DRC! ICE~ t_.!PLIFT t.JERT C:: I / c { "1C=c6 L -z :_: :J ~= '' . nor·1 z '-.)er·t HORIZ -------\ I ,1 ,1--: "1.1-.:.: 2::) 311 ECCENTRICITY -16.5 FT FROM CENTROID -6.3 FT FROM D/S FACE STRESS AT UPSTREAM FACE = STRESS AT DOWNSTREAM FACE = 3.1 KSF = 21 PSI SLIDING FACTOR OF RAFETY = ?~ ~ CASE IV ~ CONSTRUCTION w/ 0.1g Horiz + 0.07g Vert \lERT HCtRIZ CEf--JTR1JI D STRESS AT DOWNSTREAM FACE = SLIDING FACTOR OF SAFETY= 461.4 12.0 FT FROM DIS 3 FE;I ·1 ·i J. .l. ~-· ·"·! ,.-. ;:!: ·-~ _~:::-:_Dz(_::():: ()f:, ./ E;-(:2C) 1-8A ··-·:--:~··-· :: ELEVATION 1170 OVERFLOW SECTION ,-.~ ~T-OP. 1 i:J.,-r-1 'L T ::::-, -r... ! _T. •,\JF ·==~t.:, l· r·-~ , . - -·- • ~~ -c H-r·-•. r.-_· .•• c_,a_. l.l~_rt 41/ 1,_. c { _":1~ 1 U 1 • .l. .::.. \/ERT HOF~I Z -------1t::~: \ Stuf . CALC # 15800.08/S-C201-8A ~g 1-9-87 PAGE: 7z_ PREPARER/DATE: D.POTTER 01-09-1987 REVIEWER/DATE: ELEVATION 1175 OVERFLOW SECTION SECTION AT LIFT LINE WIDTH OF SECTION = 14.0 FT WEIGHT = 6.9 K CG x = C toe = 7.0 FT C heel = CASE I. -NORMAL LOADS VERT -----DEAD LOADS 6.9 HORIZ HYDRO VERT HYDRO 0.2 ICE TOTALS 7.1 UPLIFT 4.1 -----SUI"'l N 3.0 DISTANCE TO GALLERY = 8.0 FT CG y = 2.0 FT 7.0 FT I = 229 FTA4 HORIZ · ARM Mr· ------------8.0 55 0.8 1.7 13.5 3 12.0 4.0 ------12.8 58 SUM.M= 0.0 Mo ------- 1 48 ------49 9 ECCENTRICITY = 5.7 FT FROM CENTROID 1.3 FT FROM D/S FACE ~DN.::_CQt1E..RE.!:?2IY.E __ SI~~§S-.Q£__~_J,_E_~I_R~~_!JJ.~ CRAC~\ED SECTION ANALYSIS ~ F'c = 45.36 psi F s = 3381 PSI · · / ~RAC~·\ ~ENGTH = 12. ~ UNCRAO\ED LENGTH = 1. 5 R_t-J \ ~Jp /-~A_,. . ~s_~Dl~-~-~R OF SAFETY = '/JaG -!-~cr:/; //·cASE ir-=--PMF-----·::::-/ -------------- 1 / i // I LOADS // I DEAD-LOAt~ i HORIZ ~DRO 1 VERT.· HYDRO HOR.lZ PMF ADD VERT PMF ADD TOTALS UPLIFT VERT HORIZ ARM ... / 6.9 0.2 0.6 / 12.5 ./ ..,.,.·"---- .... ·· 1"'1r· -----------7~-55 / 1/ 1 3 ~' 9 7 // 7 • 7 //.· 4 • 2 t:. =· 10 --:-7"-:--~ 3 ( / \ 13:}// ® 1 ReN. SUM.t-1= // 55 SIJt1 N / )J. () F . 7 2 A / ECCENTRICITY = ,.,.-f.l. 2 FT FROM CENTROID 7. YFT FROM , I I ! \ \ ! \ STRESS AT UPSTREAM FACE = 0.6 ~\SF = y;cr STRESS AT DOW.NSTREAM FACE = 0.5 ··\SF = Sl SLIDING FACJ{JR OF SAFETY = 143.6 1 / . ----------------------~-L·/_, ______ __ ·----- D/S FACE J ....... / ----------·- 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 28 29 30 31 32 34 35 36 37 A5010.65 J.O. OR W.O. NO. 1~600 .o STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP sc CALCULATION NO. OPTIONAL TASK CODE PAGE.lZ_fJ :2-01 -SA ~l..,f;\1 H75 -o~~ , Ltt=-T t..t~J£ ~M r ( Ga.se, IL J LolU!s \J l:l p ArWL Mt fYle ~wt. v ~.'1 e.o " ss"' l~tl-u> ~ ~ .... 0.6 \.7 I ... ~ dro ~ (A-~o(~ v ~ 3. Lf. 2·5 .'7"' ~lwi- Cp· ~~A) -./ D.~ 13.6 ll v v 7.7 Lf .. 1, ~(o /D v 4·" ~ ~~"-~ .o'"/lH)( ( St-~) (1'-f') 3.1 "2£-M= Sb 7·~ ~~OW\. t>/S ~ (= -o.3 .c+. ~ ~) '1·? -+ )lf.O = o,ec.z~{l-( y p~) ~ O. 5 KSf ( 3 f~) D/S o.bt,ks-(2. -o. bb = -o .. oy ~ ( o f~) ~ o. S ks .f ( '3 fst ') 'O{p 'l-4 )C(; + ~) 38i-------~--------~~------~----------~--------~------~-4-39 40 41 42 43 44 45 46 ~ C..2.0 1- I 2 4 5 6 7 8 9 10 12 13 14 15 16 17 18 9 •o 22 23 24 25 26 27 ... 5010 65 J.O. OR W.'O. NO. ISSoo. o8 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEEJ3 sc.. ~OJ-SA £'-\\7 5 -_Ove--t~ 1 IAFI L-!t.Jr= Nof/.MJH... {_ea-. :r.) I <'..HEC-k ~sses di:!~ I~ L.o4l> j k-ex.Hl.:J \1 t± ftrm Me mo ~ w-t. ~,9 I s.o ss ~M,o ~ o.s I I '7 I ~~ o.'L. \3·5 ~ ·1--?A) OtS {.I s~ I ¥~ ;:(.'2. = CfJ(.o'-'ZH) (s')(l~.d) ~ l-4. =-57 '/(. 4·'11<. ::: g·.o -!t· ~ 'b}s ~c.rc... (= -1.0 # ~G"WW. ·c.e.~) S' 7· I 0. '7 ksf ( 5 f~t.) Uv/~ o. 3 laP ( ;z p.sl.) ~:5 ~'tf~ ~ c~~) 7.1 - l't + 28 &::: (Lf3.7..)( ltf.O) + (~.~)(1) _ 7 fo1., .. 1 30 31 32 33 34 35 36 37 38 39 40 ~I 44 45 46 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .6.5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION E; GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 7Z..C- /S Soo. oS SC. ~I-AA ('[,, 1175 -o~toc,..,' N.OR..lMfH-(~I) LoruUk v ~wt. ~,Oj ~ dJ'-'C ._. (•) tt>a~ t (~) ~t,.e... 31-9 7·0 Q,O~ 7·0 .t:ft~ H A-rnv s.o 0.3 /. 0 \"3.( \~ . h·O lZ-3 Jl!1r fVIe .ss 0.3 l. t., 2.~ .Sf:J.Z ;2_tf,3 ~M= 31.~ 7.0 14.0 + -o .. 5 + o. 51 (1) (2) H-io(;u, ~ ::::. '{z .. ~ •D'=>ZJ.f ')(.\_3')-z.-::. 0-~IOK ~ ·w-L • .1"\.P~ tt:> t;'L. \\IS, o > r\.o ~thv.- ~~{ :. 1/2-,Y-(.D(,~Lt)C.~,)~(.3x3'):: 0·0'}1< PrYV\::. 14-1/3 (.3)( 3'):: \3·1 1 .. CALC # 15800.08/S-C201-8A PREPABER/DATE~ D.POTTER 09-23-1986 -~ .-: ""7t: l J. { _: SECTION AT LIFT LKNE / CA:3E I I I-EARTHG.!i.)At<E ( HCrP.I Z H\{DRCJ (i:; 2 ""7 !:, ·-• a_.- .-.. -, LcL I I ECCENTRICITY = STRESS AT.UPSTREAM FACE \ = l STRESS AT DOWNSTREAM FACE = \ FACTOR OF SAFETY = Hc:r·iz + c::.::-q ')er·t CEt\~TRiJID -1.~ KSF = -10 P~T 2.0 KSF = 14 PSI 31 = t) CASE IV -CONSTRUCTION w/ 0.1g Ho~iz + O.utg Ve~t t .. /ERT HClRIZ L i~., :_:" ·.~: (j c 7 2 c (i ...... :::: c l.) (; c 7 41 -.·--: . .::.: / -------\ ~ \ FACE .1. J. .j ------·" -r I I i J ECCENTRICITY --1.2 FT FROM CENTROID 8.2 FT FROM D/S FACE STRESS AT DOWNSTREAM FACE = .-, lrl•: .L r.::=J.. SLIDING FACTOR u~ SAFETY = 885.9 CALC # 15S00.08/S-C201-8A PREPARER/DATE: D.POTTER 09-23-1986 ELEVATION 1175 SECTION AT LIFT OVERFLOW SECTION CASE V -LOW RESERVOIR LEVEL w/ 0.75g Horiz + O.Sg Vert ~)ERT -, c:: ._:,I; ••. :.-. ECCENTRICITY = -4.0 FT FROM STRESS AT UPSTREAM FACE = 2 c () I ,•. b.!) / o, , fF\ t D ----;;, -· . ..._ ./ \] U SUt·1. r1= , ~ 1 0 CEt\ITROID 11.0 FT FROM D/S c:.. 7 h:SF = ~: PSI STRESS AT DOWNSTREAM FACE = -0.2 KSF = -1 PSI SLIDING FACTOR OF SAFETY = 117.5 ------i·"i ._:.!. FACE I ; \ I l I / 2 3 4 5 6 7 8 9 10 II 12 13 14 IS 16 17 18 !0 22 23 .24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 '2 44 45 46 A5010 65 J.O. OR W.O. NO. I·SSOO. D/6 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION·· SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ~ GROUP sc..... CALCULATION NO. OPTIONAL TASK CODE PAGE..l.S.. ;2-ol-~A EL£\J llhO _.. ~~ (9~ry) A-BUT • w'vL4{...__ db~ :::o3z/z .. · #· S;L~ to 1 ~= s.~' w~~ =-l19 k (e.-.t~ Chx =-JB. 6' ( p·· '·f7) CG't:. /b. o ( f·(/7) !___oo-ds v 1± ltrf'!l rv\,.-yV)Q --· ----· -- bea4. \0t l I q /6·S 2-l-37 ~ciAo-;. J2·5 (D,'J BY. •' Q_c..J2-_,·-z, 19 2&6 llq ,2.Lf. 5 . 2,?..-37 3/'L LLe¥; 10-5 ~M ~ 1~2.5 ( p· 7ft) 100.5 e-=-1'1"2..5 : I b , "2.. tt I -f\r-C"'M.. D/S ta·c.te.. (=-j.-z, ft ~ ~) llelj ~~~ I\~ I\'\ (-2 .z.) (IS.I'l-) -7,o "sf ( lf~ ps1) u;s --c~~) "J_ "2.-9 0 -~.'l. -. 11 '1 uq (-z. 2){JL1.o) ~ ,:3 J<s&-( -z-3 psi) D/S + -;;ll.\. '2. J. 2.-90 --- Q.-=-J-3 ( 2 ~-· i) + I oo .. ~ ( l ) = Z,b.8 :Z..'-t-5" '£~. ~S$Q.S ~ 7· 0 kS-f -I· £.-5 {Q~ = s.,~ ~,f-c LfD r~) u.;s lvl/~ft). 3. 3 ks.f--~:~ ~sf ( ~~ psi.) "D/S 0 - .I 2 3 4 5 6 7 8 65010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION~ GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ I SBoo.oB Sc .2c1-8A £L€\J \ lbO ~ ~ (?~) fl-13/iT "PM F ( CoA..e-:n:.) v tt . AcM. l11r Mo 9 ~ VJt, 11 ~ 18·6 '2.-'&37 10 · II 12 13 14 15 (A~ ;; C p· 77A) 18 19 20 . . e.,.= 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ~>.>e4- ~ ~) • , 3o 10·3 .3rt> II~ 3o 2.?,37 3JO <"L8·/ ~:: lqt7 qo/5K 119 \\'t (-~·'Z-l{lta·OZ..2 7.-C ~~ ('t't f~) IJ./S --;L"\. 1.,... ~?..q_o ~ + l \ ~ (-2, 7, ") ( Jlf, ()) -3. ~ /c$f ( <Z3 f-:i~) £/!__ 2.1.{-. £... -~'2,..f1o ?.o/<J.f -J.q3-s.o7/6r(3s p;;;,) 3· 3 ks~-b ':: 3.3 ksf l~3 p$-L) STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET . &501065 2 3 4 5 6 7 8 9 10 -II 12 13 14 15 16 17 18 19 :20 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 '.2 . 3 -44 45 46 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION E; GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE .:I]_ Jseco. oe sc..: ..2ol-8A ~'-~v t/60 ~ ~ ~) ~UT CoNSIRUc--n OIJ ( ~ J:Y. J l.:ac::ui. s ~wt s..Q..,~s wv.e ..,._ (o.r ~) ~1 (o.O~bh ,_ ~) Q,:. 1:2.9'~ :::. II l, I I \l· I 2. tt. '2.- v 1:± t 19 11·9 -?,Cf \ I ' I ' ll·9 .. II ;7 {;(-, fr(ftYI tJ. /S f1o,ce. _ ~-l_ ( _,,s)( 1~·7.) ~-z,qo -s~. 1 z4rm· (3~.2--rB.S ~ L3,'f i(o·O 1'1 0. 106 lS~S 29 ~ ~l'\= /Zi19 (--~.s "*· ~ ~) &50.10.65 J.O. OR W.O. NO. STONE e. WEBSTER ENGINEERING CORPORATION . CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ft GROUP CALCULATION NO. OPTIONAL TASK CODE I $BoO, oB 5C.. ?.!>1-BA 2 3 4 5 6 7 ~~ ~ tJORt'riA-1.. 8 • o~cV+~ '2o: I• Z...S 9 kSt 10 ~iA..T' ~ .r- [lfe.O Ba.SJZ- I :;52..2, ~ l3·G/ •1 " 18·61 .. , II 0•"1,~ . . 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 :pyvq:: \II 'tt -t1 £-o o. t'JG:,'Vf ')<. ~' -I ,q 3 1'q 3 .; o. '1'7 )C { 3. b 1 + v';j. )( 0· '17 X !B· ro' =I 28.11( I PAGEJZA R6V 3 GALC # 15800.08/S-C201-8A FPE~:AFEP/DATE; ELEl· . .lAT I;]!·· .. l SECT I Cit"·-~ ABUTMENT SECTION WIDTH OF SECTION = 22.6 FT WEIGHT = 33.7 K c toE: = -r c~ = 4 FT DEAD LC:JAD:::; t-UJRI Z ti\{DRiJ :· l""·!=,-.... ·._. __ .-.. -:._.i . .J c h ::= tn::"C:rT '1'. ;,_ l \ ! !£ f ._r._l D :' -z-z "7 -._}._1 1:1 i ;.~ = 1 .-' L e 1 = ·1 .-' - . '71 ·-:: . ..;::_ f) 11 f) (: r: () FT CT i I DISTANCE TO GALLERY = f) 1: (J (j II::) ::::. L -l II :_r ECCENTRICITY --2.5 FT FROM CENTROID 12.9 FT FROM D/S FACE STRESS AT UPSTREAM FACE = STRESS AT DOWNSTREAM FACE = 3.5 KSF = 24 PSI s;: PELI NO LATERAL FORCES 8~ SECTION STABLE FOR SLIDING STABILITY~ i.../ERT HCRIZ DEAD LCJADE; 33~7 (:: (:: 14 ~ c:. !.-.'111-: .-,c: .-, .£__:·II L ECCENTRICITY = -2.1 FT FROM CENTROID 12.5 FT FROM DIS FACE STRESS AT UPSTREAM FACE = STRESS AT DOWNSTREAM FACE = SLIDING FACTOR OF SAFETY = 3.3 KSF = 23 PSI CALC # 15800.08/S-C201-8A PAGE~· 7( 09-23-1986 REVIFWER/DATE: !1~-~~zJ /l:;R~ 7 r;ft9"j;fJ? . F~:EFAREFl .. DA.TE ~ D c F'lJTTEP I ( \ \ I I \ i \ ELEVATION 1180 ABUTMENT SECTION SECTION AT FOUNDATION CASE III-EARTHQUAKE 0.75g Horiz + O.Sg Vert LOADS VERT HORIZ ARM HC~RIZ H~{Df.:!J T r·c- .1. ··-·I- ""!i ! • ...;._; II j ·i L 0 ..i. ;_: s; .: .; L ,~ ..i. ,_, c ... () D t) ()II (J .-.~:: -r L-J a ._:: (). () ECCENTRICITY = 9.2 FT FROM CENTROID STRESS AT UPSTREAM FACE = -1.0 KSF = -7 PSI STRESS AT DOWNSTREAM FACE = 3.0 KSF = 21 PSI CASE IV -CONSTRUCTION w/ 0.1g Horiz + 0.07g Vert ~-./EPT· HORIZ 3.4 .-. .-. LcL ,,-:r.~.i ~-· ! :~; ML-.::: "'7 .. ~ c:. ._:.!. c _ .. 1'~7 .-. . . .. _ .. FAC:E 327 327 · 4E: ECCENTriCITY = -3.4 FT FROM CENTROID 13.7 FT FROM D/S FACE STRESS AT DOWNSTREAM FACE = 0.9 KSF = 6 P~I ac k1c;~. W) -r 31.5 (,) -------= 1oB.o SLIDING FACTOR OF SAFETY = \ \ \ f I I l I ; ' \ ~ ----·· -· --.. -----------······----------... . .....___ U) co r.n rl"' ·~·-':1 r--..... , .. ·I c:. J> ...... -:, .. 1 ··1 .. 1 ..... ...... 1· 1··J , ••• , r n · . I ··'~ ,.•,, I, ,I -._ .. ····• ··• c:J rn n·1 rl"! ..... 1 rl"' rn rn rn 1 ..... , co en :;;:':: c:J :::u 1 .... , ::!> ~;::~ co co ..... , .... 1 .... 1 en ':::• 1 r..... ..:-:~ r:;-·1... :::o ::1::: ... ::::-.: .... 1 Fl ..1.:. J> 1 ..... , I U J 1 ..... , f I _,.:•· : .. n ..... 4 ...... ! c:• co IT'! 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION f, GROUP ~c... CALCULATION NO. OPTIONAL TASK CODE PAGE 8/ . '2-l>l-BA O£V !ISS --+ L~ ~ 2 f}-BU..T No Rmf\ L-(Co. 4'<!!. :C) lAMitiA db ~~= /(3;,. b .pr. 't>t '>-fo-c..e.. to ~~-= S·~ .f:t. W4~~ == 23.3k Cr· ~.J-5) CG)C= 1·lf' (p-Its) CGy =' .s.s' {f ·'15) ~ ~ Cp.et.t) G -&oe. ::. q,s ff. ch9.d ~ q.rf;f-. r ~ 49 2. ft"' 1=~7 v H Arm ffir fVIt> ~J lo-t ~3-3 9. '-t ~lq t-hjolro ~ 0 .f)c_e.-0 ~3.3 0 ;;2..1 'i 0 e =-c::l.. \~ Cf,lf ~r;/sr ~+o.~~~~) ::: "2'3·3 5tfeSS'0S: ?.,3 .3 (Z-5·3)(o-t) ('J.r) 2· 2 ks.P (IS fs!v) ufs -/O.b It~ '2.. -- 1.;~.3 + "2 • .'~·3 (o•l) ('{.;,) _.:J...t, ksf ( 1'5 ps~) Jft-, -fO,b -t.f92. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 9 :o 22 23 24 25 26 27 28 29 30 31 ·32 33 ... 5010 65 J.O. OR W.O. NO. 158oo~ DB STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE sc-?.o!-8&. f>M.,F (ea.~ JI.) Lo{uis v It &W\ Me ~ 'Nt· ?-3·3 C1·lf ~\9 -~ct~-+ 'J?.,(.ob?Jt)( (o') -z. = I • I 2 ''2.:~. 3 I· I 2-l q /Y1o 2- z. u.~ 3 .. 5 = 'I"L (.ob?-4'~-') (1B·I>') z. N\":-'2..17 19. B ~ 2.= '5-l;res~ : 9-"3.3 ~;:~{ o. 2..) (q.l) '2-··1 ksf-( 1s f~) v.js --~ U\o ~~) ,o.b --. Y~l--- ~3·3. + "2..'3·~ (o.f£.)(1,5) -,.,3 ksf ( lb p~) D/s JCC, (; 'f9 '2.-- 2..} c 1 c ~f> ') + Qj.€):1) ~ 2.'10 l.f {;'Of, fl..t11( l:>' ~+re~ : :: (wf~t) ~-. 1 ksf -o, '37 -l· 7 ~ ( \2--ps'(.;) -= l-·3 ksf ( lb p~) 36 37' 38 39 40 44 45 46 I 2 3 4 5 5 7 8 9 10 II 12 13 14 IS 15 17 18 19 20 .2 I 22 23 24 25 25 27 28 29 30 31 32 33 34 35 35 37 38 39 40 41 42 43 44 45 45 A5010 65 J.O. OR W.O. NO. \SSOo. 08 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEM sc. 2o1-BA 6L£V ttSS ~ !df~, ABUt CohlS""l~Tto-N ( ~ ISt.) ~~,c..~ (o. I') ~~~t (o. ()""'" ~) e= v ~1·7 p, Acn'\. cs.t;-q.'f q,z. 5·5 q.'& fVIo 15 ____ 21Y. ~M;. IBk:> = s.G ~front IJ./s fae.e.. (-o~s -l* ~~) IS-h-8.b = to,o .f.+ ~ ~ ~ue.. ~\.( _ ('-t·1)(-o.s)(q.l~ I(), b '-/'12.. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 9 '0 .I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 II 44 45 46 ""5010 65 J.O. OR W.O. NO. I S8oo. o~ 1/SS ABUT STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP ~c..- [7 v CALCULATION NO. OPTIONAL TASK CODE -z,o f -BA s' I c -te~Z-= _1f_2._c_, )_C_s_') _z. _;-_(_,_) _( s_. _" )_(_,_B_· b_-_5....._!~=-b .....:._) ~ /0. ~ c ~:::. ~~.b-9·5 = 9-1 *· :r: = c I) f{Y\ (l)(s') ( q.s-t Y + Ci)(;s~'4 + (1)(5.b) ( '1.1-s:;,;?. PAGE_E:i 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ! 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.9. NO. 15800. 0~ DIVISION E; GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ sc., 2..0 \-'6·1\ t-Le\1 11v.t ~ ~ C~) NM'·~ c~x.) wed~ ,o ~-= 7o,S #· t>;*~ ~/tta,fleMt= N-It· v l) r "' &tZ.A }J... k. -II I . I w~~ tve = :st s. s e.G ')C.:. 4o, (D c..c;" = z.,., ~-_:,. c. t~:. 35. y ~' c.,huR. =-35. Lf -ft. I.= "2..9, s 15 ft"\ (p.se) y ftrvr= 3lS-S LfO. f, ~rJ..,ro ~ ~~.{ ~c{,-o ~ (p.l-7~) ~9.4 ~s.z. ~·c.e., IZ ss 344-. q 1o~.s Uf'~~tf (p.24CJ I o6, 2 ?-3f,. '7 o_ ~ . 2.3 ksf( 7D·B1)+ 'J.'?h·'-1~< (1) : 17 10'1·8 fVlr Nlo · /7.-,2> oq I B 'Z-9 \ <111 ~{Oo 1Lf 7 7Zlp 2-412>Cl! "Z-~ -: I '2. I z. 3 7 'I< 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 '20 ' 2 I 22 23 '24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 . 43 44 45 46 &501065 . STONE e. WEBSTER ENGINEERIN.G CORPORATION CALCULATION. SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ l SSoo . 06 SC., '7l..Cl-~ £Le>J 11'2--'1--?> ~ {o~~/ov;) :PrYlJ:: c~ 1r) ~o.J (0t-. t+;d/w ~ ~riM ~ CArlt{.) · ~M.o ~ Lp-z:3ft) ' • I 3S I. '2.. ~p-·2.Lfc,) I :l.'t 7 2. '2.--l. 5 • I Arrv\ LfO. fo 18·1 w.o <ct..t. 7 /V1r-/Vlo (-z.,eoct ICS'2-~ ID15 .. ~~to \S, llq Z9ol.\ ~M: 12 1 Z..l5 1 1< (=(),{p #. ~ ~\.cl) st~: (w/~i+) ~3 ~s:f (zo_t.s) + 27..\.S r '> 13~.~ s:z. ~f-( ~~ psi..) tj~ = /3·b 2 3 4 5 6 7 B 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &501065 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 15Soo,o~ . DIVISION e; GROUP CALCULATION NO. OPTIONAL TASK CODE sc.. 2.01-~A ~~\} ll&LI-~ ~ {~Uo.w) Wvl$tr~ (~JJL) 7t~.S v l{ ~\S.5 -2.1 31,5 2'14.-z.. (-7·?~S.'f) :2-'1, ;15 1\y-1111\ c:o·S -1to.~ .;5o. 2. c.r.ec;,~s 21. I 3o.z.. ~t: l1~~ I .. 5 ~c:. .f. ( I I p~) '"-? ks~ ( '1o.s) + ~<1~, ~ (\) 31· ~ -Gl I PAGE~ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 '20 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 .' 43 44 45 46 .... 5010 65 STONE a WEBSTER ENGIN~ERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE I SPnO· ffi Sf'_. v / -:k'J I -SA / ?o.e.' I v ~ I c to-e.. = {0· S/-z... = 3~.Lf I c.. h.&.e-L :::. 35, 'f I I __ {I) ( ?o.'e')3 _ fi.L.Lf l. q ,.s 7 5 't'l -\"L PAGE lSts 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 . 41 42 43 44 45 46 &5010 65 STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER 1'/ J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE ~9 I~Soo.oS SC... "2-0l-88- 6L(l,'\J II G'O ~ ~ (ovVl~) 100 R.MA-L.. ( c..qsc :r: ') Wvd-~ Jb ~:;; 31• Z. .ft, !}t~ ~~1~ :: /.3 .f..t' ~f•-+2A, I W~td'. = If 8. 5 I< CG')( = r7·Lf C.Gy = B.~ ~ ~ t ~ ::. Jli. I #, C, 1vu-t =-I 7~ I #"· I = '2. '2-B q ft ~ cp.a~1 G ~s v ~~~ '*'t dAo t Lp . '/,'';A) 3 .( 9c..G- ~~5$11$~ 5~.l, -lYvO~) ~3\.~~e· z?~'ll H 1'2.. $~ -z.. (I· B) ( p.l) J-1.-S, flrM Mr Mo 17·Y. f,L\lf fD·7 ~~ ~q.3 108 I~ ~"'~ '1 s '2, •t<. ~l~ 2...M=-bL\ 0 'I< = J.5 ksf ( II ps~) -!iJ._ s~:z, ~ r;;'J,,t.(t.8)(1Lf.J) = z;eksf(w~~) ij.s '2-'3·1... ~'2-~~ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ' 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 . 43 44 45 46 &501.0.65' STONE e. WEBSTER ENGINEERING CORPORATION CALCULATiON SHEET CALCULATION IDENTIFICATION NUMBER .J.O. OR W.O. NO. DIVISION €) GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_j_Q ISSoo.o-o S~ 2..0 1-tAA IJ?a-J s y H frcrv\ mr fVl ... ~.~. 48·'5 { 7·4 S4Lt ~oh.o ._... 1'2.-·S 6·7 BLt ~ck-ve ~ (FtrlrA .) 1.3.( ·lo 137 tijdt'\,() + (pI 2-3A) s.q .2.'t .o 1{1 Slf. Jf 2.~.1,... \OfS "'"2---z, I ~t (p.2tff) 32.L.f ~~-::. 7qL.f lk "-2· 0 1<. 'bjS - "' ~ts.f ( 1..3#1.) t-'1.2-·o' (1) ---------------------~t 'Up.'L. ~.~ ks~-1·~3 k~f ==· o.~( ks.f. ( s pst.) {-f'• '2.11 f ?..'l... k.s+-o.'3j ~st. =-I· ~7 ksf ( /3 ps·~) 2 3 4 5 6 7 8 9 10 II 12 . 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE 158oo .. o B sc.. Q..o t-SA 8.~ llbO ~ ~ (o~.f~) ~~~ c (M.e. .:rsr.) PAGE..:Jj_ ~~.tte.a. - Loa47 V );;;;2.~d wt, Lts. s ~/nl-0 ~ V.e""~ . _ , .. -3. rz.. AJiU.4-W\.t. c:.. T (o.Obb6x~) . \-t {trm C!'·2-17,1f 13·8 ~p#BS,~S e,, 13.6 42. Y\f Bb Q, =-5'-t~~~-\ -z-.9 ~. ~ ~ts fo.-ce.. ( -!.f. '6 {t ~ ~ J 31·2 ~ l'l-· 9' = 16· 3 ft. ~ t>{S fa,c.e.. ~s$e<L.: '-1 s. 3 -Ltr;:~( -'t."Z..) (17.1) 3·'1 /l.~t. ( 2.3 ps-i..) ujs = 'l."> '1, ·z .. :z.s~ 45.~ + Lt-5.; (-4'·~~! 14./) -o.B ksf ( 5 f~) J>{s "2..-,.L.. '2 .. :z.fb't ~GO~Slci-. G..-=-'1..~ ~sf ( 1-.3.'2.) + Lf5.31<..(1) 11'6 J..t.9 - l 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ' 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .&5010 65 " J.O. OR W.O. NO. I SBoo. oS CALCULATION IDENTIFICATION NUMBER DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE '12 ~c.. ~0\-SA 7. 3 it. 8.0 f't. -. v v \5.C\'= ~\. "2.-€>-?. 3 v, r-- C~: ''"'(r)(ts.9')"+C1)(?.3')( 31:-z.'-'/2.-~7·3') ::::. t:~,z) :C== ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONALTASK-CODE PAGE~ -2 3 4 5 6 7 8 ISBoo.hS sc.. ELEV 113 '5 --l> wz..~vt = 2.1t·l f<. 9 10 II Base.. ~ C..~= :;..,7.1' lf· q 7) 12 13 14 16 17 #jdro ~ 18 19 ~rlro ~ 20 cp. 'l-?JA) 21 n t)LCQ... 22 23 24 27 28 29 30 v ~II·] 230.7 H I~ 75.2.. ::z...o I -BA Arm 7113 I o3 2. 6145 '148 szg /47b 31 32 33 34 ~~ses ~ c~ UftA{:t) 2.30:7 -son '2. ?0-7 (-J. '},) ( 31 ') kst c3s F) v..js -s., \5, ISZ.. - 35 36 37 38 39 40 41 45 46 '2.30·1 + "2-~0.1 (-,.~) ( '2-7-7) -4. I ksf -(zs ps0) ~ so.-, IS,76G, '2.'3 (~f-)( 50,/) t /.J/.-3 (I) 75,7,.. u/s ~ s.1 -:z.BI :;; -~('·'1£> J:Jfs ~ Lf •. l -o.3S = - :::=. 17· s ~·~ ksf ( lb ps~) 3.~ ~<st (2lo p$L.) 2 3 4 5 6 7 B 9 10 II 12 13 14 I 5 16 17 IB 19 20 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 41 '2 3 44 45 46 ... 5010 65 " , t '· ',·, 1: ', ! · : ; " ~ I ·' •, ; STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE..5l!:J_ !S~OO ·0e sc :Lol-SA £LEV {1.3S __.. Fo~~ (~flowJ VMF ( ~ :0:.) Locy:,f,Cj . ·V tt A:ov\ . ~wt, ~Ll· 7 33-b ~t&o ~ '03. 2.. 15 ~ d (r) ~ {flr}d.) 30,q '-Z-·5 I+]~ ~ (p.2.3ft) :z.lf.D 53.6 2-3!:7, 7 c; lf.-1 ~ Cp-9'6) ~q.o ' I :3~.7 .. Mr rr1o 1113 Cf4B (pG)5 I :z,'l ~ SLfo5 IL:>Lf3 "'5-M:. ~ 7" ~~I< Q..::. ~ 7f, z.. 26·7 -It~ D/S ~ (-= -1·0 {:to -fr-~ ~) -'2.35.1 -- '2.35·7 So·7. -"2..35-7 (--f.o)(31 I) ::: s. \ /Gsf (35 oiv) u.-fs \5,18~ I 2~ /-$f-( S.o.() + I 3~,7 (I) C1 If. I 2 3 4 5 6 7 8 9 10 -II 12 13 14 IS 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .45010 65 J.O. OR W.O. NO. lS~CO· b~ e.\,.£V 1135 STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE '15 sc.. ZO\-B~ ~ ~~ { ov.er.f!-IDvJ) Ce-lA.strtA-c.;hgV\--l Case-Tit.) (~~·~) Go~ \1 H &m lYJ.r. (Y)ril. ~wt. ~l1·7 c.. ;,ro;-"{-33.(o ;2.5 .. f 5~ 14- s(t..,.s Vv\Lc.. ~ ~t. 2., ( p.'/3 17·'+-3~q "J~ -14·1 ::2..5·1 35'-f (~) :l,[.1.. 531'1 /23 1~7·~ ~IV\-= 45Q I Lf SC} I -= a~· :2, .pt-, ~ ~t/S ~c.e..& :_ 7o8 ~. ~ ~) 191·<0 5S.7-.2.3.2. = .3S.5 1 a~ ....... D/S ~ 1q7.~ (-7·B'){31.o) I S,7S'2.. 1'17· Co + l't7-~ (-7.e)(2-7·7') ~ I. 2 ksf. ( B p~) l>/~ So·7 1'5, 767, 0..-= '7-3 ~f (so-l)+ l't7. ~(I) _ 2.). 'L 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 .I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 +3 44 45 46 ... 5010 65 •, ' . ' ~· .'' ' .. ... -: STONE 1?. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP 5C- CALCULATION NO. OPTIONAL TASK CODE IS Boo. bB "2DI-Sl\ ,r-"io tr·l.f.Z. . Lu~~it LJ--::. ? '2.0 1<. -8 . 3 = 7..11· 7 ~ p.Lfo { 3~~~ 1-l.f -2.-z.ol<..x 33-5' -S·3K )( 39·0f I c..&x "'2,~1·7 = )7.4 ft. 'p.'"I"D .(f>' 4'2- e,c;'i = (:tz.oK){t",Ci') -fo .. 3")(3 .. W) 2-11·7 PAGE_1E 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A5010 65 J.O. OR W.O. NO. l5Boo, ~5 Sp~tl~ &1-~ STONE 8. WEBSTER ENGINEERING .CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP sc.. { C~LCULATION NO. OPTIONAL TASK CODE :Zot-BA PAGE..:J:l. 'h,(t)( :.s.ct')z. + (1).(14.6') (S8.7'-Y2.x ltf,B') 50.7 -Z-1. 7 ft. ss.-, -2.7,7 == 31.0 I I = (I) ( .315;_ 'l)3 -t: (I) (.3S.<j') ( :2.7. 7 -3!~} t + ( I) ( ':i~')3 t (I)(ILf.€>)(~1-tlf~ )'" -IS(TS'Z. t-t~ ·' 2 3 4 7 8 .9 10 II 12 13 14 15 16 17 18 19 ~0 22 23 24 33 34 35 36 37 38 39 40 II 44 45 4'6 .6.5010 65 J.O. OR W.O. NO. I SBCO,'='% , O(o1)1 ,t Lf$' =-:2..· <0 I ksr (Itt• 5 p~) Pwt'F STONE a WEBSTER EN<?INEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFI~ATION NUMBER DIVISION Ei GROUP SC..· CALCULATION NO. OPTIONAL TASK CODE PAGE qg !l.o 1-BA UPLlFT h:L------~~-----~ -lr--47-9 -3S.q -~·~ ::. r.LJo ~Glf-( 'f.B psi.) ''-f7.Cf · X J,Lf = o,3S ksf ----~~~2_-~s_'_---·~l~~~------:3~5~·~-'-·----------~·-(~·Yf~) .. I ~~4.__o_+ -~o---'3--.5 n J-r~ L1 i< I -2. ')( '3S.-, :: ,, -f ·-r 2 3 4 5 6 7 8 9 10 II 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3.3 34 35 36 37 38 39 40 41 42 43 44 45 46 .6.5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE!i.!1._ t5Boo, bB SC ::Lol-SA W<-~· 3 cf:b ~ ~ ~ ~ /).<)~ ~ ~ ~ .. ~ ~W- Qv~t-~~~~~ ~~~~·~bR.ocJ<. ~~~t~ p~ /00 -lit? //5) ~ ~ t56 ~ '~~ ~~~~~. ~~~cA..~ -bo -~ ~ ;... ~ ~-~~~cM~ct: t)~~~ ' 2-) ~ ~ 'b ¥1 tl6 ~ ~ ~ ~ .N)c.k. 3) s~ai-~~~~~ ~~ (ffJ· 75 .. SI.f). 9---v ~ ~ ~too -l\5) ~ ~ 0/) +f,...e, ~~ Wv~~-~ ~tA.,~. Q;.t t4 ~ ~ ~ beo~ tA.. t-u-fb ./\.E)~ ~ Lb h-e o.;l; ~ ~-6...t llY.S ~ ~ AA-A-~· ~ l;t lA. ~~ ~> O·IS~ ~ ~ ~ ~ (o.A. w<J.J?_ 014.-a...-~ ~ -1J-' o.3s9.) 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 ~0 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 ~ I 2 44 45 46 • 5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. t5Boo.bB DIVISION ft GROUP 5~ CALCULATION NO. OPTIONAL TASK CODE "ZQ(-gA; MA ~L 1!~5 ---r-----------~----------~ ELEV of 6ASI 1\BUTMEf,J"I, LOOK.I NG U./S £L IILfS _. ® /5' 15' EL !ISS I ~-0 PAGE /00 r It:. to'-o'' 2 3 4 5 6 7 8 9 10 II 12 13 14 IS 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41. 42 43 44 45 46 65010 65 J.O. OR W.O. NO. 1 5e,oo. hS. ·.-~ I 1o b _, ,... 'b ' 0> STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION E; GROUP sc... CALCULATION NO. OPTIONAL TASK CODE .;:zG/-BA 30'-0"± INOTE4l (NTSl 3'-0" 3LCJII PT 24j \~ow PT \ EL 1195.00 1 ~t.~~ F>-2EI ~-~ -~~/_. -- "a = --r---l ~ ~~ 1 · 1 • ..-e•cuR8 ,...----+---SPILLWAY BASELINE ~-I 11L IC---i!-1 EL 1196.00' :--C:, ---r--Ill .:·_,.,JJ:t,:~l -~GALLERY ~ I "!., &LADDER ~ L j J '-EMBEDDED ~. , T=----~ 'f CONDUIT .;: ~~~ r-ANlA~OA) f--r-! IREFFE-578) ~ -· ~ : : ~ -N~~~_F FJ:!-4 0A)l~.:d..; _ _J "-HANDRAIL 0> . l \ I I DET HCF-9)--- \ ~ HIGH PT , EL 119,.0~~ J i , ~P·IOZ, : \ ~ I PLAN EL 1195- StALe: ;~'=1'-o" PAGEjQJ ) 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 !0 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 II 2 44 45 46 ... 5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION. SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION ft GROUP !3C., CALCULATION NO. OPTIONAL TASK CODE I seoo.0B =tot ~BA FLOOR FLUSH MOUNT SINGLE LEAF HATCH & FRAME W/DRAIN NOTE 3 ~F~l l~oo~ SPILLWAY BASELINE . _...--HANDRAIL '/' DET H(G-4) FAN SUPPT:~ I M 8 "--t-< I HIGH PT I -· . EL 11 96·00' LOW PT ~E.b.L .J1:1Th!9:2,5.g0!§8.:._' ~-r-L-4===±if+T~4:·:J.:·I _ __,._-4..,....,...~ EL 1195.00' LOUVER SUPPT \ ~1194.QQ' :+: .'; · ';• ?.;..··::. EMBEDDED PL d. x 8 GALV W/2-\ --'(I !.¥ . v. · t::::\ '_.; g.. )14~H.!t STUDS ~ 4"'' ,..!-k-~· ~:.··: ( 4 SIDES) • _.; ."·( "-·· EL 11900d · DRIP GROOVE--.. 1-:---. ·. . EL 1189.00' "\r l'i_ i '--· ·'i, ·.' '2J;:-lJ ~\.I') i ~ ;-; LP EL 1187.00'. l....t y I ~1 . HP EL 1187.08' 1y~~ ~i I f4 .. · .. :· EL 1183.oo·A. ~ . J -' I ' , .... : . . L'· ~) IS--~ 9L LA~~ER EL 1185.00' /@ ~ ~ t:-1-' ' 1'-3'• p, r/'---'-tl __ !B H--F=-·:::::::j==-!_.E..,L'-'1.!.>18""o"".o""d- (?.?' thi~ ~ r- ----~ 2 .. r-:' '. . .. :,: r-1-~ .. '··-... j .. ·•. I t'---~r-r--1-~---+---i-EL. 1175.00' 5 1.<~·~~:~ : ; ~ :~~ = ,~~ ......,.... EMEDDED CONDUIT_/::: ... :: :;--; .. (FE-578) :1 -.~: ·~-o ---:; EL 1170.00' r:P.R CLIPS, RU_I'JGS &. SLDE :,':, __ · ;.'!· ~ .: (}~RS SEE DET 1U-1U .. SIM ( S-1018 H-9) I ~ -~ . I r-CJCTYP) . :· .J t.·: -@ ... / _ l_ ·.'l!f : . .';; ,_... :g ---j-E!:!L"--'-'11-"'65"".~00"'-'-~,~~~--+-~-L-A-D-D-E-R-&~~,~·.~r-~~,+-~~-S "' I GALLERY' ">ltz;2\' ~ a: ·',{. :® . 1'-3' I~P' 1'-3" ~ .. · I M . 24-24 ., ' .... scALE • YS ~ 1•-o'' (F-3) ' 1·-o!t" 8 EL 1150.00' EL 1150.00' _ PAGE 102. &5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION E) GROUP CALCULATION NO. OPTIONAL TASK CODE I s&oo, bS Sc.... "2.01 -SPr 8 z... 9 (p•loo) 10 2-A · I I ( f·IOZ.) 12 2.B 13 14 '-C.. 15 16 ~D 17 18 19 20 21 22 23 3 24 (r.to'L) 25 Lf 26 (p. JDZ.) 27 ..s 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 46 lS1 x IS.'=-' x So' 3 1 X 2.• 51 ')(. . 7 I· 3 1 x 2..S3 )C ~o' 3' X ~.83'" II·S' (f'-4Z. G' X B. :,k.ff\', r:: I I I :Z•7 >< ~ X 32·5 ~177.~-IJ'fS 112. ~ l2.·5'x "-'x ~Z.·S :2.02"3 -·:l_Lf. (o -.3b., -1't·Z -l./4.B B.l 7\ 117 315Lt 4-5 4,5 '/.5 Lf.5 3 4o '2-S '"·z.s -I I -34 -H 1 -1~10 -~Lf -ILf~ 10 &· PAGE /03 5o)Sb9 -123 -3lb -q&S -'12.3 -zoz.. -17'1 ZBS 1l4-9 2.-872. ss, ~z~ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 ~0 22 23 A5010 65. .J.O. OR W.O. NO. IS~OO·he ~~ o..) b) c.) d) ~) •, • ',,I ' '· •'"': '· STONE e. WEBSTER ENGINEER!NG CORPORATION CALCULATION SHEET CALCULATION IDENTIFJCATION NUMBER DIVISION ei GROUP CALCULATION NO. OPTIONAL TASK CODE sc. ~ol-SA Oj -x. IB·(Q = l (o 7·'+ t-t~ 3.5 )(. 5 -17·5 •J.z... ><-li·S x G. = 3(.5 '2..~3. s ~.,_ ~.s >< II -2._,?. s ~ ')(. S·b = 3"3.'=> -r-r~, -J· tB·~'. ·I ~ I I a. I I IZ·S -- l---c ~-~·.· . I b -.------L-- 2·5' d -~ --torz.. B' . I jc + s.to to~ - 24 (lJ ') k .C. d. 11. 25 G(pvt x 1o.5' + (17.5 x LJ.z,s') + (~7.S.x ft>,7') + ( '2.7.Sx l.t-5') +-( 33-b ~ 3') 2 6 c_, icQ. :; ; ?..f>3, 5 27 28 29 30 = '2."2-IB·S --, B l'~t -z,S "3 • S -' ' 31 c.h~::. 15-·7·5 -= 7·?.... ~- 32 33 34 35 3 ( I 1 )~ o.,) IB;~ y,.(q) I~ 1'2.. + t~7-'t 7.'2.-'-J.S -= 36 + = Z3SO 1 se,z; '2..38 PAGE. J0j 37 38 b) c..) 5' ~~·Sf ~·~Jr-·5)3 17· s ('ts~-lf.'2.-S'J ( I 't + 37·S 7·8 -(i;>·1 -- -f;tr ( '370 36>7 5,0Z7 :t}1S5 ft '+ 39 40 ~I 3 44 45 46 d.) ~) " \1'~~2.'5)3 -t" 11-- ~·~· 'j. ~fo')3 ;- \1- ( I ')'l, 21· s 7. B-1.'2.-S 33.~ ( 7·~'-3' t ::. ::. 119 't -l'l '+- 875 _;(~'2: 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2"1 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 J.O. OR W.O. NO. 1seoo. bS STONE a WEBSTER ENGINEERING CORPORATION & CALCULATION SHEET \NOTED. MAR 2 5 1988 G.WlSEMAN CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP sc.. CALCULATION NO. OPTIONAL TASK CODE 2-el-94 PAGE /05 r-----1 -a II ~o u~ ~= 0 'Ji (.ott>'2..-4)(~s')('l..\.~)){-15-'-:··3ss.( I )(.-~ -:. 7·5 ® tS 1 \ P~: <D IS' rti(D ;. :2,.(0 S y I k IS 35 I @ '/1.. (,ob'?,lf )(3S' ){21.t?)l(£x IS'~ 116·9"' \S )(-Ovy~::. 3t\S =-1.0 1 ~:. 353tO'I< I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 ' 19 20 2 I 22 23 24 25 26 27 28 ·29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION & CALCULATION SHEET ~DTED. MAR 2 5 1988 &.WISEMAN . ... 5010 65 CALCULATION IDENTIFICATION NUMBER J. 0. 0 R W.O. NO. DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE JO~ !Sf!?OC ·b8 SC; 2..c>J-SA- ~L 1145 -t=asf-A-BUTI"lg.JT ~ o/lSj H . C ~ z).· 'NO RoCk B.Ot.&S -v ft &~ ;l1t" ~ - ~ W-t· 3l5't 11·5 3b, '2.,71 ~Q. ) ~·l1; ~~<PS '-1· '}., 64) ~2-e, --: - 3\Sl..j-~~G:>5 ~'=', ,,, f>4, ~28 ~0/SIABl-e) c~ 1Z.) . e::Q.. 0.1 9 +f + O. Ob66 3 V No I<.Dc.-K. ~tOt--r.S ~-vjt-, 31Stf ,,, 5 3G,, ?w 11- ~a, ~ 3t5.Y. :1.1· ~ 8, 57 Gf £!)_ t --::2-10 II· 5 2.J '-l \ s 2,.'\4L\ 315 3~, :t1j JO,O)l1Y. ~ M.= G.S 7 "2-17 -= €>·"~~ weM; C~) ~fkL-_ (-o~e'~~ld) .f 10· ~~ 2-orlf'tK _ 2.~"t~(-o.'S) (7,z,) == 2£>>·5 sot. 7 So'l.( ' r.. ~ 4'50 2-3 KsT-( 1S?·S) i-2..~ 41.f (I) ::. .30. 0 ~\S 2 . 3 4 5 6 7 8 &5010 65 J.O. OR W.O. NO. t5Sood~@, -STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE se-?.oi-8A ~\, \\45 -€'(V2.± ~ c::o... =:. o. 35 j \1 PAGE 107 I 9 ~ Wt-· \I. 5 470 ~ ft.( 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 . 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 EG.- 't @ t:.Q ltSS 3 ~ 6Q. l\'00 tt ~ EQ l\15 3@ E1117o · 4 @ £Q ll"S . 11 0'-l-~ 2.1· "L _ 31 SCf ~.3·> 1'2..0 ~ 'tO oro 4-3S \1..0 +-. 30 qo... 2.S ("2..0 ~ ;d) JQ~Lf K _ 3•s~(x)(]:'Z.-) So'Z-7 '-tl~eo ~,\So 31 bOQ 2, -z.?o 2.,"±00 s-z., ~~ 1 .3s>.s. -z. s ' ~M= tlc;'i't-3 .-,. ')(. :. :z.. •S ~ . -~~ ~C-t.~ (.~ -~-== "2.·5 ~ q,: S·'3 ft--~~ --'?-2-~ =-lbJt1'=>1 K. 110 111" ~ '310, 'Z.-1 I+ R.B.-5'19'1 ._ 3{), <>'2.'\ -+ R..&.~ 15, '173 '1<. ...... ~ ~ce. T(\Aj \tl¢~ bcv{fs ~ '3o~~ ( r•tJ> RoCK. C P) BSLT TV lf Y. 30K. X LfO 1 = LfCOoo 'I< ca. H@S) . . \ • =:Is'trtr) . K , l.f' 3' s.o 'k. {e,. 11eo) ~ • . • 3 '1-30 y.. 35 -= (f1P) • • • • 1::. I 3~00 'K ca.t ns) 5·3' . !f 't. 3o )( :3o :: • .. ~ 3 )<. 3o*< )C t.S' -:. ~2 So II<. (EL. 'H7G) • • . --~ 3.~'(wr) . tt y.. 30 '<. '){ w' -:ll.{oo'" (a. Hhs) IS ~5 lf>,Z.OC> 'K. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 f 41 ' 'c 42 43 44 45 46 ' ' •• 1' • ~ ' STONE B. WEBSTER ENGINEERING CORPORATION , CALCULATION SHEET .... 5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO .. OPTIONAL TASK CODE PAGE /06 15800·b8 s~ 2oi-«BA- Tr'j 13/a.,; J'Dck ~ ~ UoSk~. . Frowv ~ fd-~> 15,91.3'1< ~'d b.e.o.-d wt. ~d,M) ~ f'~ ~ ·~r.k ~Lis (3~trss) --- ~ II· 5 1\.( 27. '2... l-fO yv\,· 3'=>, L..l' let,~ r s~,Qil (;,' .. .,. Mo Stfqq "30J O'Z-9 - 35, S'ZJS ~= z.o, St/3. 'k. F . .s. ~-::. 5~1 olf .: I·~ '351 csvo fl. I + "31S4 ( 1·3)(7~}:: So"Z.,."7 Q_:. '2.~('2..63.5)+ '2~~3 (1) J07~ 8.5 ' . 2 3 4 5 6 7 8 10 STONE 8. WEBSTER ENGINEERING CORPORATION b. CALCULATION SHEET ~ fiDIEB. MAR 2 6 1988 &.YllsEMAR • 5010 65 CALCULATION IDENTIFICATION NUMBER J. 0. 0 R W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE f0CJ I S800• "-g SC., 5L \tl.\:5 -~~ EQ-::. o,75 ~ -+ 2.0)-~ (Case 1[.) H Arm 1(.5 Me Mo %) 2? l II ~~-+-4(0 ..... llt? s)y~~ 12 13 EQ. ~ 23~ 5 ....:;. 14 15 Roc-k b>Hs ~@ ~~·s) sbll + :; tYs·~¢ . (~-rG.·'f~;f"2-Sf~1. 37~- I 8 3 X I e.e,K = SCott t< ) 19 ADl> ---+2. y.. I f>S -37 b 20 ;~c:;: 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 II· I stt~~: L ?ISlf '"2.-~;.s S3l 2.7· 7, <04 )'3Z.8 ~0 ~"L,, 5'=>0 3S 13) lbO 71/1'11 &;.9,82.7 "Z. M::. 2. I b '-t 'I< F·S· ovel\..~o.::. ,l,q'l( - J b'\/o2.l-1·03 , OK 35 36 11 .1 + ,rsy Cl·l) ('I.e) -= SO'Z..-1 1'" + 3tf. 1 =-J.iS.f6~tsr ( '3 t s e~t.) . ttJt, 37 38 39 40 41 42 43 44 45 46 R.oc.k hoL*- eA s+ ftt..C£, o..s ~~~ (s ~Lt-s·-13/~''¢) 3.3' r;' lfliiSS-f:!vr~ (l'tP) • .,.. [1 IIBO-... .. "'·3' • (-('fP) .• 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 . 20 21 22 23 24 25 26 27 28 29 30 . 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 .46 STONE a WEBSTER ENGINEERING CORPORATION . CALCULATION SHEET A 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION e;.· GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEllQ ISMO·b~ sc., ')._Ol-8A . 'Bo..se ~= ·)o' (Its~) av) 4 I "f-18• (ol -7Lf.~ b) ::. \ 7·5 >-184--5 {{1.. ' z,lf' c) 1/2'f. 3o"'.x 7,5 I+ l2.tt ')C.~ 7· s ~ -31.? CLD \... """--"'"" ~ d) 13-5 IB·O . 1 1 7.5' = ""27.5 e.) -33.~ I 3.U ~ · b Fe~ d.. (J;. (J't.y "'/-s') + (n. 5 x'-1.2-S) + ( f3,5 )( 5 1 ) +(/S-" "·~S) t-( '1./.S X ,, zs) t(3J,b"3) G~-:;; !BI.J.5 = 9Slf.S : 5, '3 #• . I e,'f, ~ -- b) 5 X (3,5l -\- \'2. 17·5(5,3-lf,2..5J'2-=. 37 - ~) -s.tp ( 7·523 + /3• 5(5.3-5)~ -Lf3 I ~C:>7 ,Pt'f - ?~ ~·Y ( 1·5)3 +-/5 ( 4.7-3·7S)'" \~ ~ I o 1 I d.) \he: (-:L·S) 3 + 2 7· 5 ( ~.3-/. 7/] )z. = 4~5 \"'2... ~; s.~ (tc)3 + ~"3,~ ( 5·3-~ )'--~70j -\"2..-I 2 3 4 5 6 7 8 9 10 II 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ""5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 15B_oo. 0S DIVISION e;· GROUP sc.. CALCULATION NO. OPTIONAL TASK CODE PAGEJ1l :2..o 1-<a> A (A8~) 1/"2.. ')(. I •t 'I( 3·5 ;- t .~.'18 p c~= <:., ~ ~ <D--z.,,Gf = 3.1 '{t, d.: ' 7 c~ 5)3 . 'Z. v . ~, + 3.0 ( 3.\-2.3) .3~ It'){ ( '2..S)3 + "l. I Is ( 7,,') -t.'2.5)'l. \"l,.. 5-G:, ')( c "')3 + "53·G:. ( g, I -.3 ) "L 1'2- Lf, 3 ~ 3 ·S :: IS· I f /5.DS ~) t7·5 cl.) 2.7· 5 ~ qb·7 'Pt-"Z. e) 33·-b --Lf 43 -- 5o ~ 287' it~ s~ IO \ -- ) 9 10 II 12 13 14 15 16 17 18 19 : 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 '----42 43 44 45 46 ... 5010 65 , STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE f/ ~ i?Boo. bS sc.. ~~ ~ BA 0...-=-~3 ( V6'-t .s) + ~623 (1) _ -::. t6'tS ~ck ~=<of+ Crtt· f' lll) <a-=-::2-l 6 '+ -o .1 ft ~ ~ (~.G) -o.'l = 2, ~ {:tl ~ c.e-vv~) 315'1 'f·IIT :3'Z.~ -t 3154-(z.-z.)(z.q) :J..e:. 7 . G..-=-']...."~ ( ~ (o ·l) ;-2lQ'l.."~ ( l \ = IS'tS = 31.:-b + "lo. 1· =-toZ.7I<sf(' J3r~ ~ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A 5010 65 J.O. OR W.O. NO. 15 6oo.li>S STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP sc.. CALCULATION NO. OPTIONAL TASK CODE ?-.01-~A Acl& ~ ~ ~L-ts ~r ~ ~~s~e>) fo'f" ~~ :=.0 r7 5 Cj ) bMe. :. 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OPTIONAL TASK CODE PAGEM fSSoo.bB SC QOt-SA. :.~·b ~' ~~c..~~.~ -3 '>crco.;;;ic3 •1'2 = >H-13-H~·ol<sf (r:a. ps.:) ~ __,. ~'l,b +?IS'+ ~~4>c~~) ::; 32·(o+ r2.·/-=-tts.'3ksf-(315fY t 555 psL G....-= 23(q6.1)+'2..G::.z.3(t) _ :2·B CJJI-/ oK l1ol - -;4-U-p.tiS c..otJe.-LU.S rON~ CoNCt=:R.Nit-JG e.ASI ABLtTMENT S/fiBII-1 TY I~ rof' e.-Q. =-0· 3 S 9 : 3 -/3/s"~ R.B. , 8~ ::-15' (v..o c:.ro..~) p.~ p· I 1'1 D L SENDER-RETAIN YEL.L.OW COPY. J ~ ~ REPL.IER-RETURN WHITE COPY. FORWARD WHITE AND PINK COPIES. RETAIN PINK COPY FOR FIL.E. MESSAGE:- irA-P-"IQ,~ ~) ~ a/U2_ ~· ~ ~-W~~ cfD i{0L ~ ~ ·~~ ~~J: 0~ ~ ~-~ civ-lfl~. fn -t4 ~ ~ on o./5~ ~lo~~ 7 U-~ a.,~ ~~ o..v~ ~ ~ ~ ~ +tuL.,._./VOc/<.. xt ~ 6L liLtS ~ ~ ~50 p~i,. W..r;..· ~~ 'ft~ ~\..f(_., foE'ok f1AC?.A.J ~ ra r Q/ ~t~-1-~. WH-A-T MA-X.t VVU-l-VV\.. RecK. C-ew\PR.E8Sit>tJ IS; IN FA-C.-~ trc.eEPifTBlE, ~ • "fOR ltt1S EX:fR~MC:..· WNl>IIION? .. 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'· . ;5BtJtJ-sc.-2tJ/ -3f- ESTIMATION OF CONCRETE MODUU OF ELASTICITY· FOR niE ANAYSES OF niE BRADLEY LAKE DAM SPILLWAY SECTION Design Compressive Strengh at 28 days Assumed Compressive Strength at 1 year Assumed Instantaneous Static Modulus of Elasticity (1 000 times 1 year compressive strength) Assumed Sustained· Load Modulus of Elasticity (0.7-0.75 times instantaneous modulus) Assumed Dynamic Modulus of Elasticity (1.25 times instantaneous static modulus) 3000 psi 4000 psi 4,000,000 psi 3,000,000 psi 5,000,000 psi /~. -4000 psi 5000 psi 5,000,000 psi 3,500,000 psi · 6,250,000 psi r •--~ --·~--' __ ___..._ ----·~----•·•..._~~--· .__,__, __ • .,._• _,.,w ___ ___._.._, • :......;'-·----~---• ----•••......::, -···~ -••-•-• •• -------•--• ""' • -• •• ··-----~-----~ ··:-.. '.., ' :·:-: ~ :-: ~: . - -~-: .. · ..... •.. :· --<t -·. ·{ ;.' .: . .-.. ·--~· .·; .. :·.· , .... ;-.: .. -··· ·: .. ·.' .·'·':. -... : ' ;._. ··. -; .. -., . ' .. · .... .. ; .. . . . . ~· .. : .. ··:, •. '•, ,---:-..... ( . \ \ . ' --... ,1' ' ... ~-~) . . '. J58tJ() -.?C-2£)/ -31- ---.~~ Deformation Modulus· (E) For· computing· deformations in rock excavations and for determining transient (dynamic} response, _the-deformation modulus of the rock mass is. as follows: Poor rock., -500,000 psi Highly fractured rock· = 2 X 106 psi ~ Moderately fractured rock ::" 4· X 106 psi Sound rock = 8 X 106 psi ~-Poisson's Ratio (v} The value of Poisson's Ratio for· static loading conditions is v =· 0.27 .. For dynamic loading· conditions, Poisson's Ratio of v = 0.35 may be utilized. ~ Shear Modulus (G) The shear· modulus for rock is computed. from the equation: G: -· E I { 2 ( 1 + v} } Unit Weight (Gt} For computing: rock loads the following total unit. weights shall be used.: Sound. Rock· Poor Rock ~ Moderately Fractured· Rock. 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"--~ . -._ :~-... · ..... _"'; '.• --' ...... . . ~-· -·-·. : ·.. . ~ ~ ., :_· ... ·. ; ...... 1. ·.-· .• ...... -:. ,· .. ·, .. ·.;. . . . • • ' .. ~·. -..· .I -'.~ :· ; . :' . . ·' ~ . ,.; ' .·' . ' ,. ! .-•. ' .-J "". / \• ' STARDYN, CM=360000, T=50, SC=NP .. · . USER,*. R.C.STINNETT/STONE & WEBSTER/303' 741-7130 GET,STARPF/UN=EKSAPP. CALL,STARPF,STAR(OUTPUT=ST240UT) DAYFILE,ST240UT. REPLACE,ST240UT/NA. REWIND,ST240UT. BCD4440,ST240UT,MFTAPE.,P0,24,l.SPL WY EL 1124-STATIC REWIND, MFTAPE. ROUTE,MFTAPE,DC=SD,EC=24,TID=C. COMMENT. ******************************** COMMENT'. * ORIGINAL PLUS 2 COPIES * COMMENT .. * RETURN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT. ******************************** COMMENT. ******************************** COMMENT. * STONE & WEBSTER ENGINEERING * COMMENT. * ATTN. R. C. STINNETT * COMMENT. * P.O. BOX 5406 * COMMENT. * DENVER, COLORADO 80217 · * COMMENT. ********************************· EXIT,U . GET,DOLLAR/UN=Y9AC07. CALL, DOLLAR .. EXIT,U. DAYFILE, MYFILE. REPLACE, MYFILE • *WEOR START 386.4 3 ALASKA BRADLEY LAKE -SPILLWAY EL 1124 STATIC MATLG 1 CONCRETE 2 ROCK 3.E6 0 .. 2' 0. 08391 END 'NODEGRD1 t 7 NODEGRD2 93 99· NODEGRD1 8 17 NODEGRD2 123 132. NODEGRD1 18 23 NODEGRD2 133 138 NODEG 117 120 NODEG' 154 156 NODE 116 NODE 121 NODE 122 NODE 139 NODE 140 NODE 141 NODE 142 NODE 143 NODE 144 NODE 145 NODE 146 NODE 147 NODE 148 NODE 149 NODE 150- NODE 151 NODE 152 NODE 153 NODE .. 157 NODE 158 NODE 159 NODE 160 NODE 161 NODE 162 NODE 163 4.E6 0.27 · 1 o.o· 23 o.o· 1· 766.5 23 766.5 1. 1732.6 23. 1732.6 1 112.0 1 2068.6 0.0 . 535.0. 672.0. 612.0 672.0 790.6 901.4 991.4- 1080. a· '1164.4 1224.4 1326.4 1430.8 1525.7 1620.6 1732.6 1844.6· 1956.6 693. 6' 806.1 853.4 949.4 991.4· 1o8o. o· 1164.4 0.0 0.0 448.0 0.0 0 .. 0 0.0 560.0 0.0 0. 0 0.0 560.0 6.0 586 .. 0 0.0 684.0 0.0 547 .. 0 595.0 560.0 672.0 672 .. 0' 672.0 672.0 672·.0 672.0 672.0 672.0 672.0- 672.0 672'.0. 672'.0 645.0- 696.0 690.0· 744.0 744.0 744.0 744.0 744.0 744.0 744.0 672. a· o .. o 672.0 448.0 1620. 6· o·. o. 1620.6 560.0 2292.6 0.0 2292.6 560.0 448.0 593.1' 2292.6' 653.0 0 .. 0 0.0 0.0 Q.O 0.0 o·. o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o· 0. 0. 0.0 0 .• :0 0.0 0.0 0.0 0.0 0.0 ·o. o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 h ··---------·:-----~ 3} ~ . •. "" . ---------··--·· . --------.--~-____ ........, _______________ ,.._~_ -~-~--------~---~--·-~:~·~....,.. ... --~-..,----""-·----"""·-.--.--~--·----_---;-~ -------~ ... --:·~ ·-·--------~.-.---~---. :~. ~-_···- ... . ... , ... ·. -. ····J-.· ' -~ -----,J.••-~ ...... _ ... --. -----~-:., . __ ................ -;-----~~ -··--. -·---~----~-·.:... .. _._.~--·----·--..,...:: -:-:-':'·~·-'·---~-... ....__·~-~ --~--_ .... _.., _____ ---·---~---____ , __ ~-. ~ ......... ----~-------· . J.78t?~ -.?C.-UJ/-34-.3'2-- NODE 164 1224.4 744.0 0.0 ·. NODE 165 1326.4 744.0 ·o.o ... NODE 166 1430.8 744.0 0.0 NODE 167 1525.7 744.0 0.0 ' .--:-~, ' NODE 168 1620.6 708.0 0.0 NODE 169 1732.6 702.0 0.0 NODE 170 716.1 819.0 0.0 " NODE 171 806.1 819.0 0.0 .. NODE 172 853.4 792.0 0,0 .. NODE 173 949.4 792.0 0.0 NODE 174 991.4 819.0 0.0 NODE 175 1080.0 819.0 o·.o :.··-,.:-·NODE 176 1164.4 819.0 0.0 NODE 177 1224.4 819.0 0.0 .. NODE 178 1326.4 "819. 0 0.0 NODE 179 1430.8 833.5 . 0.0 NODE 180 1560.6 804.0 0.0 NODE 181 1620.6 804.0 0.0 NODE 182 867.5 825.9 0.0 NODE 183 901.4 840.0 0.0 NODE 184 935.3 825.9 0.0 .. ' NODE 185 738.6 894.0 0.0 ,, ··' NODE 186 806.1 894.0 0.0 NODE 187 901.4. 894.0 0.0 NODE 188 991.4 894.0 0.0 NODE. 189 1080.0 894.0" 0.0 NODE 190 1164.4 894."0 0.0 NODE 191 1224.4 894.0 0.0 NODE 192 1326.4 916.6 0.0 NODE 193 761.1 969.0 .. 0;0 NODE 194 806.1 969.0 0.0 NODE 195 901.4 . "969.0 0.0 /.,--. NODE 196 991.4 . 969.0 0.0 i NODE 197 1080.0 969.0 0.0 ; , ___ I. NODE 198 1164.4 969.0 0.0 \ ., NODE 199 1224.4 969.0 0.0 NODE 200 1284.4 969.0 0.0 NODE 201 783.6 1044.0 0.0 NODE 202 806.1 1044.0 0.0 NODE 203 901.4 1044.0 0.0 NODE 204 991.4 1044.0 0.0 NODE 205 1080.0 1044.0 0.0 NODE 206 1164.4 1044.0 0.0 NODE 207 1224 .. 4 1044.0 0.0 . -: NODE 208 806.1 1119·.0 0.0 NODE 209 901.4 1119.0 . 0.0 NODE 210 · . 991.4 . 1119.0 0. 0 . NODE 211 1080.0 1119.0 0.0 NODE 212 1164.4 1119.0 0.0 NODE 213 828.6 1194.0 0.0 r NODE 214 901 .. 4 1194.·0 0 .. 0 NODE 215 991.4 1194.0 0.0 NODE 216 1104.4 1194.0 0.0 NODE. 217 851.1 1269.0 0.0 NODE 218 901.4 1269.0 0.0 NODE 219 991.4 1269.0 0.0 .. 'l NODE 220 1040.2 1269.0 0.0 ... NODE 221 870.0 1332. o· 0.0 .. . ~ . .,.-•· NODE 222 901.4 1344.0. 0.0 NODE 223 991.4 1310.3 0.0 .. END ' -··-RESTG 1 22 1020000 / 23 120000 I \ 46 138 23100000 ... '--..../ 156 100000 END ---~ ------------------~-----------------------------------··-----~----~--- .. '"I 1-;:.-- ---·--...... ~-, ----___ ... , _________ _: ___ .:: .. :.. ____ ,. ___ ~--'o.-·---~ _.., _____ ,· ____ .. ::..~ ___ :..._. __ -........,.._~_.:,.....__._._:.....:~~.-:-.:;. .... .: _____ .:._ __ -.. ' ... ~ ...... ·---.: ...... _,,_ . ..:.. ........ _ .... -~----= --~-~---··:-·' '• --· ... · ... · ' -·: ' .-. ~ ' . " .•. .. ··-.-·-,.· .· .... . • ' ·. . ·,-"-. . ~· ·-·-. --... -... ~ ·' . -~ -. !' ,·: :: ·; -. . .. ~ •• , •• -J .. , .. ... ''-' '.r, . ~·· ··t -·.··; ' ...... · .. -... · ! ... -----~ .... \- . ..,_ .. _: ~' t .... -·-· I/ . ; \. ·---~-· ... ..-..-"""';'-~, ( ... -. · ..... ___ .. / TRIAB END QUADB END ENDGEOM. 130 142 140 151 160 178 174 199 175 201 180 206 184 211. . 190 219 1 22 1 23 44 24 45 66 47 67 88 70 89 110 93 111 127 121 128 129 140 131 138 142 139 150 141 142 157 143 150 160 151 170 152 171 153 182 154 183. 155 173 156 159·174 161 167 185 168 173 193 176 179 202 181. 183 208 185 187 213 . 188. 189 217 160 152 179 200 202 207 212 220 1. 2 1 25 1 48 1 71 1 94 1 122 1 141 1 143 151 1 158 1 161 171 172. 183 184 174 1 175. 1 186 1 194 1 203 1 209 1 214 1 218 159 169 192 207 208 212 216 223 1 25 1 48 1 71 1 94 1 117 1 140 1 158 1 1.61 169 1 171 1 174 186 182 187 188 188 1 189 .1. 194 1 202. 1 209 1 214 1 218 1 222· 1 2 2 1 12. 1 24 1 i 1 47 1 1 70 1. 1 93 1 1 116 . 1 1 139 1 1 157 1 ·1 1 160 1 168 2 1 170 1 1 1 173 1 185 186. 186·- 187 184 r 188 1. · 1 193 . 1 1 201 1 1. 208 1' 1 213 1 1. 217 1. 1 221 1 2 STATIC ANALYSES FOR DEAD WEIGHT AND ICE; AND· WATER LOADS- STATIC 1 DEAD WEIGHT LOADING ACCEL -1 . 1. END END CASE . ICE AND WATER LOADING CONC 222 8. -20 .. 221 12402. -175. 217 2332. -700. 213 4875. -1463. 208 7313. -2194. 201 9750.; -2925. 193 12188. -3656 .. 185 14625. -4388. 170 170'63. -5119. 157 19086. -5726. 140 10202. -3061. END. END CASE DEAD WEIGHT PLUS ICE. AND WATER LOAD FACTOR· 1 1. 2 1. END END'CASE ALL DONE. OUTPUT 1 22 · 22 . SEL-NODEG 140 150 1 157 168· 1 170 223 1. SEL,.-TRIA 130 160 174 175 180 184 190 SEL-QUADG 131 138 1 143 150 1 151 159 1 161 173. SEL-QUADG 181 183 .1 .185 189 . 1 SEL-QUAD 128 129 141 142 .. ENDMODEL ·, ' 12. 1 176 179 3.3 2 1 ----~-------~~----~---------,··-... .. · '!' • ·:·~ :_. ~ ... ~ :, . . ··~ .t'. ( i \ / .......__ . STARDYN,CM=360000,T=500,SC=ST. USER,*. R.C.STINNETT/303 741-7145/STONE & WEBSTER GET,STARPF/UN=EKSAPP. CALL,STARPF,STAR(OUTPUT=H240UT) EXIT;U. DAYFILE, H240UT .. REPLACE,H240UT/NA. REPLACE, TAPE4/NA. · LABEL,TP,PE,SI=B:RADLEY I.AKE,FI=HQR1124 TAPE4,NT,D=6250,FA=A,QN=9999. CAPY, TAPE4,_ TAPE. COPY,H240UT. REWIND,H240UT. BCD4440,H240UT,MFTAPE,P0,24,l.SPL WY EL 1124-HQR REWIND, MFTAPE. . ROUTE,MFTAPE,DC=SD,EC=24,TID=C. COMMENT. ******************************** COMMENT. * ORIGINAL PLUS 2 COPIES * COMMENT, * RETUBN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT·. ******************************** ·COMMENT; ******************************** CO~NT. * STONE & WEBSTER ENGINEERING * COMMENT. * ATTN. R. C. STINNETT * COMMENT. *. P.O. BOX 5406 * COMMENT. * DENVER, COLORADO 80217 * COMMENT. ******************************** EXIT,U. GET~DOLLAR/UN=Y9AC07. CALL, DOLLAR. EXIT,U. DAYFILE,MYFILE. REPLACE, MYFILE. *WEOR ·START 386.4 3 ALASKA BRADLEY LAKE-· SPILLWAY EL 1124-HQR MATLG 1 CONCRETE 5.E6. 0.2 · 0.08391 2 ROCK 4.E6 0. 35 END NODEGRD1 1 7 1 0.0 0.0 0.0 672.0 NODEGRD2 93 99 23 0.0. 448.0 0.0 672.0 NODEGRD1 .8 17. 1 766.5 0.0 0.0 1620.6 NODEGRD2 123 132 .. 23 766.5 560.0 o. o. 1620.6 NODEGRD1 18 23 1 1732.6 0.0 0.0 2292.6 NODEGRD2 133 138, 23 1732.6 560.0' 0.0 2292 •. 6· NODEG 117 120 1 112.0 586.0 0.0 448.0 NODEG 154 156 1 2068.6 684".0 0.0 2292.6 NODE 116 0.0 547.0 NODE 121 535.0 595.0 NODE 122 672.0 560.0 NODE 139 612.0 672.0. NODE 140 672".0 672.0 NODE 141 790.6 672.0 NQDE 142 901.4 672.0 NODE 143 991.4 672.0 NODE 144 -1080.0 672.0 NODE 145 1164.4 672.0 NODE 146 1224.4 672.0" . NODE 147 1326.4 672.0 NODE 148 1430.8 672.0 NODE 149 1525.7 672.0 NODE 150 1620.6 672.0 NODE 151 1732.6 645.0 O.b . 448.0 0.0 560.0 0.0 560.0 593.1 653.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NODE 152 1844.6 696.0 . 0.0 NODE 153 1956.6 690.0 0.0 NODE. 157 693.6 744.0 0.0 0.0 o. o· 0.0 0.0 0.0 0.0 0.0 0.0 r . ' ~ . ;;,, -. ~.! ---· __ ._ ... ~-----····---_:,.. ......... : ·--··'·~--~:_; ·---.....-....~· .. -....... -.. --··-·-----J.:_"_~__;-~_J.~-:..----~,.-: .. ,!~:--...3.-~...;__,_,..~_:__:_.~-·-----~---..: ...... _ .• _ ...... _.,~~----------... _____ ._,. ............ p:.... _____ ·_~ .. ·---~--------~ -·----· .. --·------------------------·------------~--. /5B~t) -~~-:z~J-34-.]5 .. -· ,, -, . ~:--: -... ··-. NODE 158 806.1 744o0 OoO _.·-. ' ._._:· .. '. NODE 159 853o4 744-oO 0,0 --NODE 160 949o4 744o0 OoO /-:-:-,\ NODE 161 991.4-744o0 OoO NODE 162 1080o0 744o0 OoO NODE 163 1164o4 744o0 Oo.O .. --NODE 164. 1224o4 744-oO OoO --. -NODE 165 1326,0 4 744o0 OoO ' .. .. ~ NODE 166 1430o8· 744o0 OoO ,. NODE 167 1525o7 744o0 OoO NODE 168 1620o 6. 708o0 OoO ... -. NODE 169 1732o6 702:0 o.o . -·-NODE 170 716o1 819;0 OoO ·' ' .... NODE 171 806.1 819o0 OoO NODE 172 853o4 792o0 OoO NODE 173 -949o4 792o0. OoO NODE 174 991.4 819o0 o.o : . ' NODE 175 1080 0 0· 819o0 OoO NODE 176 1164.4 819o0 0.0 NODE 177 1224o4 819o0 OoO NODE 178 1326o4 819o0· OoO ' ~ .. NODE 179 1430o8-833.5 o·o o --- ·-·-: NODE 180 1560o.6 804o0 OoO --., NODE 181 1620o6-804o0 OoO "•< NODE 182 867.5 . 825o9 OoO- NODE 183 90_1.4. 840o0 Oo.O NODE J.,84 935o3 825o9 o·oo NODE 185 738o6 894.0 OoO NODE 186 806o1 894o0 OoO NODE 187 90lo4 894o0 0~0 NODE. 188 991o4 894.0 OoO: .. I NODE: 189 1080.0 894o0 'OoO 1 ,..~---... ~ NODE 190 1164o 4. 894 0 0. OoO l ( ··. NODE 191 1224-; 4 ~ -.-; 894o0 0.0 ....... ~-"' NODE 192 1326o4-916o6 OoO NODE 193 761o1 969o0 OoO: ' NODE 194. 806o1 969.0 OoO NODE 195 901.4 969o0 o .. o· NODE. 196 991.4 969o0 o-oo NODE 197 1080o0 969.0 0.0 NODE 198 1164o4 969.0'. OoO NODE 199 1224.4 969o0 OoO NODE 200 1284.4 969o0 o·oo NODE 201 783.6 1044o0 o·.o NODE 202 806.1 1044.0 OoO NODE 203 901.4.-:1044.0 0.0 .. -NODE 204 991.4 1044.0 OoO NODE 205 1080o0 1044o0 o. o· NODE 206 1164o 4 1044o0 OoO NODE 207 1224.4 1044.0 OoO r " ,. NODE 208 806.1 1119.0 OoO ,., NODE 209 901o4 1119.0 OoO NODE 210 991.4 1119o0' OoO '·' .. NODE 211 1080o0 1119o0 OoO NODE 212 1164.4 1119.0 OoO NODE 213 -828.6 1194o0 Oo.o· NODE 214 901'.4 1194o0-0 o.O ; NODE 215 991.4 1194o0 OoO ... _·; NODE 216 1104.4 1194-.0 0~0 NODE 217 851..1 1269.0 ~Oo 0 ' NODE 218 901.4 1269o0 0.0 ___ ,__, NODE 219 99lo4 1269.0 OoO. •. ; 1 I ·' NODE 220 1040o2 1269.0 ooo- \ 221 87do0. 1332o0 0.0 ·....__~--/· NODE NODE 222 901.4 1344.0. 0.0 NODE 223 991o4 1310o3 0.0 __ ...... , ' • .. , . ---.....__ . .,.._ ______ ~~'-~'---'"'-~-.... --· ....... ~---' --· ~' -~~-4·-··~· ~--~ ·-_ ..... -····-•. -·--------'"--i:..J~ ---·------- ;5goo -.5C--Zt)/-.31+ 2>6 END RESTG 1 22 1020000 23 120000 46 138 23100000 . .::.~ _,r,----.,'·. 156 100000 . ! END ' I \ .. -TRIAB 130 142 160 159 1 2 12. : · .. 140 151 152 169 2 160 178 179 192 1 . . .. 174 199 200 207 175 201 202 208 180 206 207 212 ; 184 211 212 216 " 190 219 220 223 .. " END QUADE 1 22 1 1 2 1 25 1 24 1 2 2 12. 2 23 44 24 1 25 1 48 1 47 1 45 66 47 1 48 1 71 1 70 1 67 88 70 1 71 1 94. 1 93 1 89 110 93 1 94 1 117 1 116 1 111 127 121 1 122 1 140 1 139 1 128 129 140 1 141 1 158 1 157 1 1 131 138 142 1 143 1 161 1 160 1 139 150 151 169 168 2 141 142 157 1 158 1 171 1 170 1 1 143 150 160 1 161 1 174 1 173 1 151 170 171 186 185 152 171 172 182 186 153 182 183 187 186 154 183 184 188 18.7 155 173 174 188 184 156 159 174 1 175 1 189 1 168 1 / 161 167 185 1 186 1 194 1 193 1 I .168 173 193 1 194 ·1 202 i 201 1 \ ·-._.-· 176 179 202 1 203 1 209 1 208 1 . 181 183 208 1 209 1 214 1 213 1 185 187 213 1 214 1 218 1 217 1 188 189 217 .1 218 1 222 1 221 1 END WGHT 222 96. 252. . ' 221 1783. 943. 217 5939. 1782. 213 9005. 2702 .. 208 11046. 3314. 201 12760. 3828. 193 14270. 4281. 185 15635. 4691. ... 170 16888. 5067. .. 157 17683. 5305. 140 9050. 2715. r END GUY AN 140 150 111 157 168 111 170 223 111 END ENDGEOM H-QR ANALYSIS HQR 10 OUTPUT 22 22 SEL-NODEG 140 150 1 157 168 1 170 223 1· SEL-TRIA 130 160 174 175 180 184 190 SEL-QUADG 13i 138 1 143 150 1 151 159 1 161 173 1 176 179 1 SEL-QUADG 181 183 1 185 189 1 SEL-QUAD 128 129 141 142 TAPE4GSEL 100011001100 END MODEL . · .. .' ··:::· .. ·, ',! .. . .. .: -~ -~· .. :.·. · .. ··. ·'. ', ·' --~ -:: ._.· - . . \ ., · .. ~ '; ~ -· ~ . . I!-· .•·• . ' _;, ~ ·: . ~-; -.... . ' . ';' -·J /-':'\ / ', ' . , \,-___ .·' (~ ( ·, •' _.l \ ,- ., .! .. \~ ! "-.__,/ --~--.---:·:--- STARDYN,CM=360000,T=50,SC=ST . USER,*. R.C.STINNETT/303 741-7130/STONE & WEBSTER GET,STARPF/UN=EKSAPP. GET,TAPE4. CALL, STARPF, DYNRE4 (OUTPUT=DYN40UT) EXIT,U . DAYFILE, DYN40UT. REPLACE, DYN40UT/NA. COPY,DYN40UT. REWIND, DYN40UT. · BCD4440,DYN40UT,.MFTAPE,P0,24,l.SPL WY EL 1124-SEISMIC REWIND; .MFTAPE ~ . ROUTE,.MFTAPE,DC=SD,EC=24,TID=C. COMMENT. ******************************** COMMENT. * ORIGINAL PLUS 2 COPIES * COMMENT. * RETURN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT.· ******************************** COMMENT. ******************************** COMMENT. * STONE & WEBSTER ENGINEERING' * COMMENT. * ATTN. R. c·.. STINNETT * COMMENT. * P.O~ BOX 5406 * . COMMENT. * DENVER, COLORADO 80217 * COMMENT. *****************~************** EXIT,U. GET,DOLLAR/UN=Y9AC07. CALL, DOLLAR .. EXIT,U. DAYFILE,MY'FILE. REPLACE, MY'FILE. *WEOR ALASKA BRADLEY LAKE -SPILLWAY ~ 1124· SEISMIC STANDARD 1.. . 0. 6667 OUTPUT 0 1 1 1 6 6 6 6 6 6 6 6 4 2 -1 1 7 13 -19 1 7 13 -19 ALL DONE EOI. E> 5 0.130 0.210 1.035. 1.280 1.735 1. 660 1.085 0.995 0.200 0.286 1.667 2.222 10.00 11.11.. 20.00 22.22 0.310 1.655 '1.535 0.915 0.400 3.333 12.50. 25.00 1 1 0~420 1.815 1. 400. 0 .• 830 0~.556 4.444 14.29 28.57 .. ··· .. -· ..::...-... _.----·----·~'-_b._ 1 1 0.575 0.750 1.865 1.785 1:245 1.165 o·. 750 0.750 o. sao· 1.111 6.250 9 .. 091 16.67 18.18 33.33 10000. r ·-,•-· -•·• ·c·-··-------·-·-••·-·--··-----·•··-,_.. ______ _,....,.. __ ---·-·• -·...-··-------•-------·---· -'----~•-·---~·----..---~---.---·------...!----·:--:----~ . .---. --~--------------··•-·• ---------;_-~-:_--:--:---:-"'"' '. > · ... , : ~ ·:) ....... ~ .. ~ . q . .. . ...... . , -~ ~·------··-· ·-·-----~ --·-"-~--___ _, ____ · . ..:~--~---·'-''-···-.·-----·---'~-'---·-=-------~---~---···-·: ..... ~---··--·---· ···-...:-. -,--~·-·· --····· ...... '., '- STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET J.O./W.O./CALCULATION NO. . !58tJtJ-sc -ZZJJ-34- . SP/?Lky'A-Y-BA?£@.£1-. 1124 1 . 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PREPARER/DATE 1 I j ~REVIEWER /CHECKER /DATE ~INDEPENDENT REVIEWER/DATE J<, 5finne-117 11-2-87 . .' .. --. t-S=UB.,_.JE....;.CT...:..</'-"T"'""IT"-7LE,.__......;...;;;;;.....;...~_.:.......;.=7'-=""'::;;...._--------:-------lQ_A_C_AT-EG-O-RY-/-CO-DE-CL-AS-S .· ·-,:7p,))watl F.£.#/, A-nt:J/1/.7/.s i I' / \' ~~--~~ ~ \" r, '-..... ' C-· . _.SPILL-WAY-B¥£ te. ~L. · JJ52J' SHmma.rY: -7 Node, 17/:; . 17.5 17~ l'f !57 14-a J3CJ 1213 J/3 98 83 82 ~J~eJ we.,4-h13 X' J1) r k'itvOb) BO Z)O 8JCJ 5Bt:, 2442.. 733. 3848 JJ5+ 4719 J4Jt, 545Z //:;_3(:. 5434-J/:;3!) 4914 /4-74- .5972 1792- 9413 zaz+ . 9/08 :?-73.3- 3/~3 CJ~ r .. _, -1 ____________ ------------..... -___ ., _______ -----.----------------~-----------.-----------------------------~------------------------------ .;. ~ _.: .... . ·:-. ··-.:. ·-:---,• .... ·.·' ·' . . ·:. ~ ._ l • p • :. ... ~ . ·~ . . . -~ . ! ........... . 1 1 / ... ' I . •, i ' ; I •• ' \_ { \ · ....... __ ./ STARDYN,CM=360000,T=SO,SC=NP. USER,*. R.C.STINNETT/STONE & WEBSTER/303 741-7130 GET,STARPF/UN=EKSAPP. CALL, STARPF·, STAR (OUTPUT=ST500UT) DAYFILE,ST500UT. REPLACE,ST500UT/NA. REWIND,ST500UT . BCD4440,ST500UT,MFTAPE,P0,24,1.SPL WY EL 1150-STATIC REWIND, MFTAPE . ROUTE,MFTAPE,DC=SD,EC=24,TID=C. COMMENT. ******************************** COMMENT. * ORIGINAL PLUS 2 COPIES * COMMENT. * RETURN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT. ******************************** COMMENT. ******************************** COMMENT. * STONE & WEBSTER ENGINEERING * COMMENT. * ATTN, R. C. STINNETT * COMMENT. * P.O. BOX 5406 * COMMENT. * DENVER, COLORADO 80217 * COMMENT. ******************************** EXIT,U. GET,DOLLAR/UN=Y9AC07. CALL, DOLLAR. EXIT,U. DAYFILE,MYFILE. REPLACE,MYFILE. *WEOR START 386.4 ALASKA BRADLEY LAKE -1150 STATIC MATLG 1 CONCRETE . 2 ROCK 3 SPILLWAY EL 3.E6 4_.E6 0.2 0.08391 0.27 END NODEGRD1 1 5 1 0.0 0.0 0.0 288.0 NODEGRD2 39 43 19 0.0 144.0 0.0 288.0 NODEGRD1 6 8 1 360.0 0.0 . 0.0 504.0 NODEGRD2 63 65 19 360.0 216.0 0.0 504.0 NODEGRD1 9 10 1 579.8 0.0 0.0 627.0 NODEGRD2 66 67 19 579.8 216.0 0.0 627.0 NODEGRD1 11 14 1 687.0. 0.0 0.0 867.0 NODEGRD2 68 71 19 687.0 216.0 0.0 867.0 NODEGRD1 15 19 1 939.0 0.0 0.0 1227.0 NODEGRD2 72 76 19 939.0 216.0 0.0 1227.0 NODEGRD1 58 62 1 0.0 198.0 0.0 288.0 NODEGRD2 77 81 19 0.0 252.0 0.0 288.0 NODEG 88 92 1 627.0 288.0 0.0 867.0 NODEG 93 97 1 939.0 288.0 0.0 1227.0 NODEG 103 107 1 627.0 360.0 o~o 867.0 NODEG 108 112 1 939.0 360.0 0.0 1227.0 NODEG 118 122 1 627.0 408.0 0.0 867.0 NODEG 124 126 1 1011.0 444.0 0.0 1155.0 NODEG 134 137 1 627.0 441.9 0.0 807.0 NODEG 143 14'5 1 627.0 480.0 0.0 747.0 NODEG 150 152 1 495.8 528.0 0.0 615.8 NODEG 159 161 1 495.8 576.0 0.0 615.8 NODEG 166 168 1 495.8 624.0 0.0 615.8 NODE 82 327.6 252.0 NODE 83 338.4 288.0 NODE 84 385.9 288.0 NODE 85 439.9 288.0 NODE 86 523.9 288.0 NODE 87 579.8 288.0 NODE 98 360.0 360.0 NODE 99 411.8 360.0 NODE 100 447.8 360.0 NODE 101 543.8 360.0 -------·-·---·~ 0.0 0.0 144.0 0.0 0.0 0.0 216.0 0.0 0.0 0.0 216.0 0.0 0.0 0.0 216.0 0.0 0.0 0.0 216.0 0.0 198.0 0.0 252.0. 0.0 288.0 0.0 288.0 0.0 360.0 0.0 360.0 0.0 408.0 (§.0 432.0 0.0 441.9 0.0 480.0 0.0 528.0 0.0 576.0 0.0 624.0 0.0 0.0 0.0 0 . .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ... -----· -. -----.. ----... -· --. ---~-·-__,._ --·-----····--~--·~··-.. ~-----·~-----· --. ----........... ~---~ . . ---. ------ J58a:? -3C.-2£J)-31-91 .. .. NODE 102 579.8 360.0 0.0 .. NODE 113 374.4 408.0 0.0 NODE 114 411.8 408.0 0.0 NODE 115 447.8 408.0 0.0 /~-· ... ,, NODE 116 543.8 408.0 0.0 i NODE 117 579.8 408.0 0.0 ·-NODE 123 939.0 444.0 0.0 NODE 127 1227.0 432.0 0.0 NODE 128 384.6 441.9 0.0 NODE 129 421.2 441.9 0.0 NODE 130 461.9 441.9 0.0 NODE 131 495.8 456.0 0.0 NODE 132 529.7 441.9 0.0 NODE 133 568.5 441.9 0.0 NODE 138 867.0 444.0 0.0 NODE 139 396.0 480.0 0.0 NODE 140 431.8 480.0 0.0 NODE 141 495.8 480.0. 0.0 NODE 142 555.8 480.0 0.0 NODE 146 807.0 486.0 0.0 NODE 147 867.0 492.0 0.0 ·-NODE 148 410.4 528.0 0.0 NODE 149 445.1 528.0 0.0 NODE 153 · 671.5 528.0 0.0 NODE .154 736.0 528.0 0.0 NODE 155 807.0 540.0 0.0 NODE. 156 867.0 540.0 0.0 NODE 157 424.8 576.0 0.0 NODE 158 458.5 576.0 0.0 NODE 162 671.5 567.1 0.0 NODE 163 729.1 557.8 0.0 NODE 164 439.2 624.0 0.0 / -· NODE 165 471.8 624.0 0.0 ( .. NODE 169 67.1.5 602.6 0.0 ' ' NODE 170 453.6 672.0 0.0 NODE 171 471.8 672.0 0.0 NODE 172 495.8 672.0 0.0 NODE 173 555.8 672.0 0.0 NODE 174 615.8 662.6 0.0 NODE 175 464.4 708.0 0.0 NODE 176 495.8 720.0 0.0 NODE 177 555.8 704.0 0.0 END RESTG 1 18 1020000 . 19 120000 38 76 19100000 97" 127 15100000 END TRIAB 109 122 123 138 2 2 12. 111 129 130 140 1 r 114 132 133 142 134 154 155 163 140 162 163 169 145 168 169 174 14.6 170 171 175 i49 173 174 177 END QUADE 1 18 1 1 2 1 21 1 20 1 2 2 12. 2 19 36 20 1 21 1 40 1 39 1 37 54 39 1 40 1 59 1 58 1 55 59 58 1 59 1 78 "1 -77 1 60 82 63 84 83 1 61 73 63 1 64 1 85 1 84 1 74 87 83 1 84 1 99 1 98 1 88 89 98 1 99 1 114 1 113 1 1 90 95 101 1 102 1 117 1 116 1 · ... ·.; : .· '· .. · .:· .. :' ·.- ·: ~ \ .. • -: -·· ~ ·, • ,. 0 ' :. ~. :.. . •. .. -· '.--.-. .. ·.-·. · ... .-.. '· '• ,:;: .• ···: . : __ '~; . -;_ ·.:. ~ -;_ .. : -~:-: .. .·. · ..... ' : . . . -. ~ . . . . . ,. .. .i ..:~ .. , . ... · .. ·, .. ,.r •• . . -··:.·· .: . .., _-r, ' -.-· .... /·<--:-\ ( ·(_.,:.··' -~ -----. -· --··--· -----·----___ : ______ : __ ..;;. _________ ~-----·---~~~-~-~---.-........ ._ ..... _";_;'.._...~ .. ..-:..-.• ----~.::.·--"~·---:.......-.c:.-.~ -----·-~-~---· . ,. ......... ~ ... -- END ENDGEOM 96 100 107 101 102 113 103 108 116 110 128 112 113 130 115 119 133 120 127 139 128 133 148 135 139 157 141. 144 164' 147 148 171 1 108 1 114 1 117 129 1 131 1 134. 1 140 1. 149 1 158 1 165 1172 1 123 1 .129 1 133 140 1 141 1 143 . 1 149 1 158 1 165 1171 1 176 1 122 1 128 1 132 139 1 140 1 142 1 148 1 157 1 164 1 170 1 175 1 1 1' 1· 1 1 1 1 1 1 2 1 STATIC ANALYSES FOR DEAD WEIGHT AND ICE AND·WATER LOADs· STATIC DEAD WEIGHT LOADING ACCEL. -1 END END CASE ICE AND WATER LOADING CONC 176 8 .. 175 12187. 170 928. 164 1997. 157 2995. 148 3994. 139 4425. 128 4321. 113 5605. 98 9516. 83 9898 •· 82 3580 •. END END CASE 1 1. -20. -110. -2.78. -599 . -899. -1198 . -1328. -1296. -1682. -2855. -2969. -1074. DEAD WEIGHT PLUS FACTOR 1 ICE. AND. WATER LOAD' 1. 2:. . 1: END END CASE ALL DONE 1 22 22 OUTPUT SEL-NODEG SEL-TRIA SEL-QUADG SEL-QUAD ENDMODEL 98 107 1. 113 122 1 128 177 111 114. 134 140. 145 146 149 88 95 1 101 108 1 115 133' 110 112 113 147 148 1 1 135:139 1 141 144 r --~------~---'-~ hO 1 '-----.--.. ---. --·r-·--------~------·--~ --~-~ ~-.~-----~-____ ,.....,.. ______ , _____ :-:· .. -~~,-... --.-··-:··~~~-~---· --:-~~-~-~------------.---.------:-:-----------~ ·.-----:-·<"o--·-·.----.--. -~~~- ' • -•• •• ·_. ••• ~--•• -. • • ~. 1-• -..-. , •• 1 •, . ~···· •. ·. . , ' . ..... } ' . ~~ : I .., .~· . ' ' ' . '\ · ... ·.-' 1 .l c--· --~ .. l .. __ .f· ''-·---""~ STARDYN,CM=36oooo,T=5oo,sc=sT. USER,*. R.C.STINNETT/303 741-7130/STONE & WEBSTER GET,STARPF/UN=EKSAPP. CALL,STARPF,STAR(OUTPUT=H50QUT) EXIT, U. . DAYFILE,H500UT. REPLACE,H500UT/NA. REPLACE,TAPE4/NA • LABEL, TAPE, SI=BRADLEY LAKE,.FI=HQR11150 TAPE4,NT,D=6250,FA=A, QN=9999 . CAPY, TAPE4, TAPE o . COPY,H500UT. REWIND,H5QOOT. .BCD4440,H500UT,MFTAPE,P0,24,l.SPL WY EL 1150--HQR REWIND, MFTAPE. , . ROUTE,MFTAPE,DC=SD,EC=24,TID=C. COMMENT. *******************************~ COMMENT~ * ORIGINAL PLUS 2 COPIES * COMMENT. * RETURN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT. ******************************** COMMENT. ******************************** COMMENT. * STONE & WEBSTER ENGINEERING * COMMENT o * · ATTN. .R. C. STINNETT * COMMENT. * P.O. BOX 5406 * COMMENT. * · DENVER, COLORADO 8021 T * COMMENT. ******************************** EXIT, U .• GET~DOLLAR/UN=Y9AC07. CALL, DOLLAR. EXIT,U. DAYFILE,MYFILE. · REl?LACE,MYFILE. *WEOR START 386.4 3 ALASKA BRADLEY· LAKE.-SPILLWAY EL 1150 HQR MATLG 1 CONCRETE 2 ROCK 5.E6 0.2· Oo0839L 4.E6 0.35 END NODEGRD1 1 5 1 0.0 0.0 0.0 288.0 NODEGRD2 39 43 19 0.0 144.0 0.0. 288.0 NODEGRD1 6 8 1 360.0 0.0 0.0 504.0 NODEGRD2 63 65 19 360.0 216.0 o .• o 504.0 NODEGRD1 9 10 1 579.8 0.0 0.0 627.0 NODEGRD2 66 67 19. 579.8 216.0 0.0 627.0 NODEGRD1 11 14 1 687.0 o·.o 0.0 867.0 NODEGRD2 68 71 19 687.0 216.0 0.0 867.0 NODEGRD.1 15 19 1 939.0 o.o· 0.0 1227.0 NODEGRD2 72 76 19. 939.0 216.0 0.0 1227.0 NODEGRD1 58 62 1 0.0 198.0 0.0 288.0 NODEGRD2 77 81 19 0.0 252.0 0.0 288.0 NODEG 88 92 1 627.0 288.0 0.0 867.0 NODEG 93 97 1 939.0 288.0 0.0 1227.0 NODEG 103"107 .1 627.0 360.0 0.0 867.0 NODEG 108 112 '1 939.0 360.0 0.0 1227.0 NODEG 118 122 1 627.0 408.0 0.0 867.0 NODEG ~24 126 1" 1011.0 444.0 0.0 1155.0 NODEG 134 137 1 627.0 443...9 0.0 807 .o· NODEG 143 14'5 1 627.0 480.0 0.0 747.0 NODEG 150 152 "1 495.8 528.0 0.0 615.8 NODEG 159 161 1 495.8 576.0 0.0 615.8 NODEG 166 168 1 495.8 624.0 0:0 615 .. 8 NODE 82 327.6 252.0 NODE 83 338.4 288:0 NODE 84 385.9 288.0 NODE 85 439.9 288.0 NODE· 86 523.9 288.0 0.0 0.0 144.0 0.0 0.0 0.0 216.0 0.0 0.0 0.0 216.0 0.0 0.0 0.0 216.0 0.0 o. 0 . 0.0 216.0 0.0 198.0 0.0 252.0 ~.0 288.0 0.0 288.0 0.0 360.0 0.0 360.0 0.0 408.0 0.0 432.0 0.0 441.9 0.0 480.0 0.0 528.0 0.0 576.0 0.0 624.0 0.0 0.0 0.0 0.0 0.0 0.0 ··-~ ~ ·--------------.....------·---~ ---------~~-" -~ -----~·--··----·-·· . . ........ ---··· .. '·""A ---...-;------..------·-· .. .. . .. -----· . ---·-"'·--·-------~ ----~"-. -----· -------:~--...... _. ___ ..... ______, __ -----------·--~-----------------'~ --· ... -----------.-----------.. ----·----------------------- J§&CJtJ-.?C-.:.. 20)-34-bZ. --:: . . , ·--· ... NODE 87 579.8 288.0 0.0 ,. NODE 98 :360.0 360.0 0.0 -.---NODE 99 411.8 360.0 0.0 \' NODE 100 447.8 360.0 0.0 ' /--·,·. NODE 101 543.8 360.0 0.0 ~ . ' I NODE 102 579.8 360.0 0.0 \ .. .·..-. ·--.·-~-NODE 113 374.4 408.0 0.0 •. ... NODE 114 411.8 408.0 0.0 , ···r···' ... , NODE 115 447.8 408.0 0.0 I .. _; · .. ::: : NODE 116 543.8 408.0 0.0 NODE 117 579.8 408.0 0.0 ·~ .J • • NODE 123 939.0 444.0 0.0 . NODE 127 1227.0 432.0 0.0 .. . _:, .. NODE 128 384.6 441.9 0.0 NODE 129 421.2 441.9 0.0 NODE 130 461.9 441.9 0.0 NODE 131 495.8 456.0 0.0 NODE 132 529.7 441.9 0.0 NODE 133 568.5 441.9 0.0 I· NODE 138 867.0 444.0 0.0 NODE 139 396.0 480.0 0.0 r ', .• ~ • NODE 140 431.8 480.0 0.0 ... NODE 141 495.8 480.0 0.0 NODE 142 555.8 480.0 0.0 NODE 146 807.0 486.0 0.0 NODE 147 867.0 492'.0 0.0 NODE 148 410.4 528.0 0.0 NODE 149 445.1 528.0 0.0 NODE 153 671.5 528.0 0.0 NODE 154 736.0 528.0 0.0 NODE 155 807.0 540.0 o.·o NODE 156 867.0 540.0 0.0 i . ·! ,~--"' .... -•,, NODE~ 157 424.8 576.0 0.0 i ( .. ' . NODE 158 458.5 576.0 0.0 4>1· '< __ __./ NODE 162 671.5 567.1 0.0 NODE 163 729.1 557.8 0.0 NODE 164 439.2 624.0 0.0 NODE 165 471.8 . 624.0 0.0 NODE 169 671.5 602.6 0.0 NODE 170 453.6 672.0 0.0 NODE 171 471.8 672.0 0.0 NODE 172 495.8 672.0 0.0 NODE 173 555.8 672.0 0.0 NODE 174 615.8 662.6 o.'o NODE 175 4'64.4 708.0 0.0 NODE 176 495.8 720.0 0.0 NODE 177 555.8 704.0 0.0 END RESTG 1 18 1020000 ... 19 120000 r 38 76 19100000 97 127 15100000 END TRIAB 109 122 123 138 2. 2 12. 111 129 130 140 1 1.14 132 133 142 134 154 155 163 140 162 163 169 145 168 169 174 146 170 171 175 149 173 174 177 ' END ' } QUADB 1 18 1 1 2 1 21 1 20 1 2 2 12. 2 ·, 19 36 20 1 21 1 40 1 39 1 "-·-.--/ 37 54 39 1 40 1 59 1 58 1 55 59 58 1 59 1 . 78 1 77 1 __ ,_ --~-. . . ·---~ .. -·~ ---·-·--·----~---· --~-...:... ---·--------· ----··· ..... ___ , ____ ~ -------·----·-. ---;·-·--~-~~ ----. -----·-··--·-·-· -~--·-·· -·-· . J 5Bco-3C--2P)-31-~3 -·- 60 82 63 84 83 1 ... --61 73 63 1 64 1 85 1 84 1 74 87 83 1 84 1 99 1 98 1 88 89 98 1 99 1 114 1 113 1 1 / . ' 90 95 101 1 102 1 117 1 116 1 96 100 107 1 108 1 123 1 122 1 2 -' 101 102 113 i 114 1 129 1 128 1 1 I 103 108 116 1 117 1 133 1 132 1 110 128 129 140 139 112 113 130 1 131 1 141 1 140 1 : ; 115 119 133 1 134 1 143 1 142 1 :: 120 127 139 140 1 149 1 148 1-1 ... 128 133 148 1 149 1 158 1 157 1 135 139 157' 1 158 1 165 1 164 1 141 144 164 1 165 1 171 1 170 1 147 148 171 1 172 1 176 1 175 1 END WGHT 176 80 .. 210. 175 819. 586. 170 2442. 733. 164 3848. 1154. 157 4719. 1416. 148 5452. 1636. 139 5434. 1'630. 128 4914. 1474. 113 5972. 1792. 98 9413. 2824. 83 9108. 2733. 82 3163. 949. END GUY AN 98 107 111 113 122 111 128 177 111 ' -END ENDGEOM • H-QR ANALYSIS HQR 10 OUTPUT 22 22 SEL-NODEG 98 107 1 113 122 1 128 177 1 SEL-TRIA 111 114 134 140 145 146 149 SEL-QUADG 88 95 1 101 108 1 115 133 1 135 139 1 141 144 1 SEL-QUAD 110 112 113 147 148 TAPE4GSEL 100011001100 ENDMODEL / ~ ,..; . ···-.· .. ' ,-. . ~-' -· ·~-·- .-.; ..... . . :.·.. ; ~ 'l . . ., ~ ... . . . ' ,. ~ ·' \ --(. \ \ .. 1 5aoo-6C -21)/-.3-1- STARDYN,CM=360000,T=500,SC.;.ST. USER,SEWD27,RECOT27. GET,STARPF/UN=EKSAPP. GET, TAPE4 .·· CALL, STARPF, DYNRE4 (OUTPUT=DYN40UT) EXIT,U. DAYFILE,DYN40UT. REPLACE,DYN40UT/NA.- COPY,DYN40UT . REWIND, DYN40UT •. BCD4440,DYN40UT,MFTAPE,P0,24,1.SPL WY EL 1150-SEISMIC REWIND I MFTAPE. . . ~ ROUTE, MFTAPE, DC=SD, EC=24, TID=C. · COMMENT. ******************************** COMMENT. * ORIGINAL. PLUS -2 COPIES . * COMMENT. * RETURN FICHE BY SENDING * COMMENT. * FIRST _CLASS MAIL TO: * COMMENT. ******************************** COMMENT. ********************************- COMMENT. * STONE & WEBSTER ENGINEERING * COMMENT. * ATTN· .. R. C. STINNETT * COMMENT. * P.O. BOX 5406 ~ COMMENT. * DENVER, COLORADO 80217 . * COMMENT. ******************************** EXIT,U. GET,DOLLAR/UN=Y9AC07. CALL, DOLLAR. EXIT,U. DAYFILE-,MYFILE. REPLACE, MYFILE. *WEOR ALASKA BRADLEY LAKE -· SPILLWAY EL 1150 ·sEISMIC STANDARD .1. 0. 6667· OUTPUT o-1 1 4. '2. 6 6 6 6 6 6 6 6 ALL DONE -1 1. 7 13' -19 1 7 13 -19 5 0.130 1.035 1 .. 735 1.085 0.200 1. 667' 10.00 20.00 0.210 1.280 1.660 ·0 .. 995 0.286 2.222 11.11 22.22' 1 1 0.310 0.420 1.655 1.815 1.535 1.400 0.915 ' 0. 830 0.400 0.556 3.333 4.444 12.50 14.29 25.00 ' 28.57 1 : .. ,. 1 1 '0.575 0.750 1.865 1. 785 1.245. 1.165 0.750 0.750 0.800 1.111 6.250 9.091 16.67 18.18 33.33 10000. r . ---·.-~~----::-------------------------~-------..-..---..---~--:---· ~-:--·-:-----.. -~. ~----~-----.---.---_-..,---~----~__,.~-------............ -·-;---,....-.---·------·-·: ---~ ~---. ------· .. -·-----~~----:----~--. - ··;-·.·. •·· .. ,_. _·.:_ -~ '. ! . ' . ;-.. ·' I . I i . ' r / ! \ .I • 1 ' .. \ ·-:..-~ .. · .... -._, ... ·.. -. -, ------·· ._ . .,. _________ . ____ __:.,_"""""-··-----·-·-----·----·----·- STONE & WEBSTER ENGINEERING CORPORATION ----.--. -' --~----.-::-~-"::-"".' :--.?~ .CALCULATION SHEET .1.0./W.O./CALCULATION NO; REVISION PAGE !5B()tJ-SC. -ztJJ-34-k§: QA CATEGORY/ CODE CLASS . r ---··~·-------------~ ""' ___ -. ~ ·-~-.. . ·-·~ ---· --~-.--.··-----;-------·--------'--------~----~---··-,_--. -~----~·--· -~----, ....... ' ....... . . ·. ~· ·. . : : . '' .:. . ; . .. · ... ''. ·-··.· .. •' i . ' ,.,.,-.......... . .1 : . . ' . .. . ~ ' '· .... . . ·: : . . ~-' ...... ' ' \J ' ~ ' ., • : • •• • • • • • • ~ -. •' .·.· .: ' . :·,_: · .. : -~::_:_,-: . ... : . •' . . · .. : ·.· · ..... · ... :_: ' . . ~ ~ :. ' '. ,·, '.:' ·. ·: ~->.· ... ·<> . · .. · .... ·-- ( ' \ ' /'' .~\ '' . j . 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'REVIEWER/CHECKER/DATE !.INDEPENDENT REVIEWER/DATE .. Je, ~-hnne-T!/ Jt) -27-&7 . , SUBJECT I TITLE IQA CATEGORY I CODE CLASS !-...., r:·~=.;~Jt?.d/~""'~4,r_V' ...:..F.__;. ~;;_~~)I}. ~A..:..;.-nA..:.;..;. -r/v.:..:;...~=-6-----------.L...------, , J /."'"•, f ' ' . \ ' , _ __., SP!?LW'AV-.BA-.2£@. £"L, 1/~1 JC£ I W,+n;e Lt?.AP.? (a/JJ) f/py-ir;. Ice-Load ( J R-of w,'JM) :£v:, 1-oa.J ::: J2,()~1F)-ft § £/.//79 1 {jJ;.r: Hf.d~ll!le-Pe..?/!_n Cn~·/q; . '.?f?t//w~_7ec;'-T.S.~] N~de, 1~/e : f7. ::: /Z, &Jt) ::#= J!tJrJ"r. 'yi)qiey-1-tJa£/~ {I#~ wiJIJ,) In /Jf!Hientl: F; : ohA-; wh~ r = ,z.1-l'.:.--f {uJ1i'l-wetphT"T-w.1tler) . · · h = deti'A fi cevfT~1'd ~f verttc.s:t/ f?.Y'f))~fe1 an.t/ . A = tr/J:;u7irJ aY'etf ()f ve.r7tat/,Pro.JeciiP11 [1C£r: Rult/ Jv/ethtlnl'?.? -#r £y/11eer.?/ t·.fiil?-) . • 1 1 .. g4: rs.o+4·P77r. ;1 tvc~e.Jt,Z:_ ~ ·~ ;4+ L z. J~.o-o.qr=·B #= ;J()de-Itt:.: Fx ; -¥/1 [!>-".;_t..tJj{:s.tJ-,.tj== /28 # JJ«ie. I~Z.: rx = f4 tn.z ~z>:"][S7.z-zs.g == 573 :II= Nf)d~ J5z: Fx = ¥j[lfl.o~S/.z:J{:7.a-.57.f! ~ /33~ # . I d, . . . '2 .4 fi 37. B f '77.1~.7 r; ,1' . {'J()~e-15/: fX = "W L· -z. .JL!.nB-'?7.0::: Z!J76 ~ &i~ 1412: Fx = ~ E 75t).f/37.~£!.7s.~ -J 51-iJ = 25z; #= NPd~ 12S: Ft. = 1~t.pJ(,. t) .;!7S:t)] [zJ~. t) -17S:tij = 34-73 # /Jpde J!)ez: p;_ = ~[!~·"~21'·"][z~.~-2;6.tfl·= 2.37/ # . !----..---·-----· ·-·---·---~---------·--·--· ~---· ---~-----------·---·------~~~------.--------.-------.. ··---:----·--·-·-------~----~--------· --·-----· -·~------· ···:·------~ ··: .~· ~ .. ": -_ : ·-.. - "" . .. · .. ·. ~ . .. ·~ -.. ·--·· ·:· · . ..... .' .. . -·--_. -~ : :_ -. ;:: -... -___ , • I • ,.;.' . . : _-.. ~ . .-~· : ... . ' .'.[' . ' . i •.r ~ .. ' CALCULATION SHEET, STONE & WEBSTER ENGINEERING CORPORATION I.J,O.IW.O.I CALCULATION. NO. J5BOO-~c. -'2LJ I -34-1 REVIS I ON I PM A5010.61 SUB.JECT I TITLE I QA CATEGORY I CODE CLASS r'··, t---=S:...,e:.'P:..:..';'.:...:...//~w-7-~y~F.-· £~.)/).:....;. . ....::A~hA~)V=:.::;:...::;~::::....----------'------l'"---------"---1 I' I' (-, ... ' . ~ <·-·' .=;PJUw'A-Y-BMF@ £L.//h!J 1 /CC f W~ L/JA-]?;, {Cf;mj Vevt:: w~t=er LtJ~J? (/ ff ~f ylll/-/h) . In rJ€4181nl): Pj = -'t Vj wh~ '( = tz . .f;;;f {uni-T we.~ t'f w.q"kr) V = ti"/b11~r;! 'h)t~;y;e ¥ w~t-er ~.J,t~ve. .6ur--fo.c.e- [R$F: F/1111/ ~eJ-t.qw~ f;y-£?/;}Jeer;, ;;.51] · . ;Jot)e-;~z = 'I=-~W [t:t~.o)(1s:7)] =-zo# · Node, M-b: fj =-f4-[6.tJ(1~)fd_(t..~l5.7)+ 3/J~2.0) + i:{~9)(13.0)j=-'JZ # Node.-ltz: ry =-"!J ['J.65(zstJ)+f{9.ts,X3z.z~ =-J72# Node-J5z: Fj =-~ [JJ.95(57.z) r i(;;.~5)(3'?.:a5)=-399# NPt/e !5/: ry ~-~"?# fz.25(97.P) ~t(lz.~(~.B)] = -~23# . tbde-)4{): fr =-~?;j[p.J5/i37.8) t-t-{J/.JsJ(37.;)]= -7.5t# NPr/e_ ;zs= fi=-~W [;z . .s(17S:t;J+t:(J2.~t+J.!J)]=-Jo4z#= NPt/e-/()CJ: f)'=-~t/[z.z(z;t..tJ)+-i{7.z)'z.+.!J)] = -7))~ fX (Jb) 8 }2,~ J'ZE .513 /330 2.()7' UZ/ .34-73 '237/ r ·-· .: '---.,_---:-~~-.~-----------------~-: ---------..-J·--..-...----~ -------------------~~----~-------· -~-----.-------,-----------------------------· -----~---~-.. ;_ ' ., .. _ ... _~ t·~ -. - . -·--,-~~-----~-----------~---___ : __ ----~·---=·---_____ ......._.__-_________ ~_:_ __ . _______ :.. ___ .....:..__....._,_., __ ~-------~--_ _.._, ____ -~---~-------· -~~--·~ -~------.: ... ____ ._ __ ---··-------~----------...__..____,.___:____..~ CA'LCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./CALCULATION NO. REVISION ...•. ~-65010.61 '!58tJtJ-sc.-2tJ)- PREPARER/D/'TE ...J.J..-. f(, 5hnne;;/ /tJ-:-Z?-8 QA CATEGORY I CODE CLASS ', .r·-.... ~--=~~~....:.F._ . ...::.E.....;. • ..:..;;.t-1..:....·......:....:.~..:....-n::;..;.~:.r-~ ..::;.'.7..::::~=---__._ ________ __,_ ___ ..;..__...;..... -. _.-·.· · .. _ .. . . . . : ' ' ., .-. . , .;'1 · .. : ·. ' ....... .:7?/LLW'A-Y-Bk?E@. £L. J/(LJ 1 §e-r: ." w't:r?'er PY"es-;.u~ tJI1 J::1:,J?l$ dw...,~ · £~ r1i1~k? j Jy f},J1, We,$/ertf'oan:l IJSCE"Tnm.s.cdibn:;., #ove;.,}?e,y-)9.3} J [R£F: n'n.. y ~ £/€t?'Je~-rr/'IJe.:fhtPvb ;), A-nqjy?is . qf14 Pe-.?r, PI-Pt:~wt.?) u~~'ftbnal ~, c.,J¥J;,/HitJI1 ()/7 kl';fe 1/~111.$ (ZCP~;.J>).J , ~ ]3,.,)/e.-hh 3&; J4JJ, /'74 j?)?·4l' t08B] ~ (~4.€-''_7,J?,)Iwr~B~$e.@·i;. Jl~~~~ Tee. f w~,-ferj_.p~~!' .fir 8~me:l7.) .. Fr~m a. 1/7&f 1-h a. IJetJ~ ict11 ~-= ff.b = 2.,J7--. e =.(pet, 08° ' c I I j,.. ~8.4 IY"Oh? £/. J/t.tJ -n a. 1!7'1/ 7417. & = 228,0 =o.3oo ___. r; =/6.70° Node 1/;7: w~~·~f.I)B" [y'·5o~~o = 1~/# Wx ~ It~! ~s Cl/,o8" =57# Wy = 1~/ ~"""~9.oB(I::: !50# r _} , -3.9/' r ,,J.Sf/Z,O 3.9/~ [ J.SlZS:O -NctTe. Jt;{z : · W -~~6'9.08(1 L/ J,.o + cc5o 1/..70" 'j J 1z.D -2'75# + 34/# == (p3~ # .· Wx = 2'15 co; ~/1.08°+ 34-/ ~s J(P.7o 11 ::: 4-.32:#= WI= Z9.5 ~il1 ''j. ~8° + 34/.sJ'y, ~~~7tJ 11 = 374-:IP 3.'t~4 r" 5'1 G?. z. · . · /Jock J(pZ: ·W =co~ u •. 7o" L( 1' J"J5.1) = IZ5B # Wx = !'2.58 c.os 1~.70° = IZ05#= Wj = /2.58 ~,J,., Jt. 7tJ 0 = ~2~ ------~ -·-· -~-----.,. . -·--· -=----------------:-------~--,-·---~-~ -.--~------~--~------~--____ ,. ----·---------------;---------""· ----~ ------. ··-------;-------, • J '· -· :·. ·~'·.· .... . -····· ._. ··.:. ··,-. .• -. ... : . :.-~ -._ .... } ' .·· ": . . -~ ; ' . ' ·' ., ' r.-·,_ i ' ' \.___...· . ~PJLLWA-Y-BAZC@EL. /JbQ 1 W6/£g6A-Ag)? A-PPEP t1A-~->£..? (aA/7) .J J 3.&!/k [ J5l 97.1) ' . ' N()qe__ /57: W = co;J,,71)" ./ 'j57.'2. ::. 2.137 :# W.x == ZJ37 t:.P..S /t:,.?o() = 204-7 # ~ = ZJ37 ~~h l~-7tf = t,/4-:JI:. ' J -3.t:?/t. [ ;.51'37.8= /l}pqe. J5/ : W-co$/1:..70() j J,7,0 Z7{)8:#= Wx == Z7()8 U/,r, J~, 7tJ" == 2.594-tF- Wj = "Z7()8 ;,,;,., Jt, 7t>' ==-778 1F 3_. 2J&, [ if 175. () ' NtJtk 110 : W-= a?/6.7tJ' .y'·1,3 7.8 == 2.85/ *" W:x = 285/ t.-1?.7 /b. 7t'11 :; 273/ 4F W; == ~5/ ;,in Jt.7""::: B/9 ~ -3.'11' [ J • .S;l'Z/l.,b NtJde.. I 25: W -~~ Ji.,7tJ' y J 17s;0 = 3514-=1F Wx = 35/4-Cl1;. Jib.7()" = 33~6 :11= Wj::: ~574 ~.;n J6.7tf-=-;o;tJ#- w == 3 ' 9/h [v ;,5/ z.fl;.o == ZZ"ZZ .:JI:. &.P$/6. 7P" / JZJJ.,o . Wx ::: zz.z..z. C-P~· Jt:..?t>" ::::: Z/ ZB '#f: w7 · ~ zzzz 5/11 Jt. 7{)" :::: ~~'1 # QA CATEGORY/ CODE CLASS ---·:-------~ .. -~ --· ----.------~---~---~----~--:--·-...-----:---~---...... -...---~---,.....------....... -~--.--------------.r.--• -· -:----~-~:-·-· ---:r----~ ------~ -----.• --~--~-.-~--~ .. .. . -.. : ~ . -.. -:--. . . . . ~ -- STARDYN,CM=360000,T=50,SC=NP. USER,*. R.C.STINNETT/STONE & WEBSTER/303 741-7130 GET,STARPF/UN=EKSAPP. CALL,STARPF,STAR(OUTPUT=ST600UT) DAYFILE,ST600UT. REPLACE,ST600UT/NA. REWIND, ST600UT. BCD4440,ST600UT,MFTAPE,P0,24,1.SPL WY EL 1160-STATIC REWIND, MFTAPE. ROUTE,MFTAPE,DC=SD,EC=24,TID=C . COMMENT. ******************************** COMMENT. * ORIGINAL PLUS 2 COPIES * COMMENT. * RETURN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT. ******************************** COMMENT. ******************************** COMMENT. * STONE & WEBSTER ENGINEERING * COMMENT. * ATTN. R. C. STINNETT * COMMENT. * P.O. BOX 5406 * COMMENT. * DENVER, COLORADO 80217 * COMMENT. ******************************** EXIT,U. GET,DOLLAR/UN=Y9AC07. CALL, DOLLAR. EXIT,U. DAYFILE,MYFILE. REPLACE, MYFILE. *WEOR START 386.4 3 ALASKA BRADLEY LAKE -SPILLWAY EL 1160 STATIC MATLG 1 CONCRETE 2 ROCK 3.E6 0.2 0.08391 4.E6 0.27 END NODEGRD1 1 15. 1 0 .. 0 0.0 0.0 672.0 NODEGRD2 64 78 21 0.0 144.0 0.0 672.0 NODEGRD1 16 21 1 713.4 0.0 0.0 953.4 NODEGRD2 100 105 2J, 713.4 192.0 0.0 953.4 NODEG 86 99 1 . 48.0 192.0 0.0 672.0 NODEG 114 118 1 480.0 240.0 0.0 672.0 NODEG 119 124 1 713.4 240.0 0.0 953.4 NODEG 134 139 1 713.4 276.0 0.0 953.4 NODE 85 0.0 176.0 NODE 106 96.0 208.0 NODE 107 144.0 224.0 NODE 108 192.0 240.0 NODE 109 240.0 240.0 NODE 110 288.0 240.0 NODE 111 327.8 240.0 NODE 112 375.8 240.0 NODE 113 423.8 240.0 NODE 125 254.4 288.0 NODE 126 288.0 288.0 NODE 127 327.8 288.0 NODE 128 423.8 288.0 NODE 129 480.0 288.0 NODE 130 -528.0 288.0 NODE 131 576.0 288.0 NODE 132 624.0 275.0 NODE 133 664.6 264.0 NODE 140 264.6 321.9 NODE 141 299.4 321.9 NODE 142 341.9. 321.9 NODE 143 375.8 336.0 NODE 144 409.7 321.9 NODE 145 480.0 321.9 NODE 146 528.0 321.9 0.0 144.0 0.0 192.0 192.0 240.0 240.0 276.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r -.:._ ----------~---~--·· 83 ~----·-·----. --·-~·-""--------------~~---·---·--...... --·-----~---·----~---------·- ---_______ .,_ ···--··· ··--·---.. -· . .. ---· B4--J5,8t}t}-3C.-~)-.31-.·. -:i NODE 147 576.0 317.5 0.0 .. ... NODE 148 624.0 306.6 0.0 NODE 149 653.4 300.0 0.0 NODE 150 713.4 300.0 0.0 NODE 151 276.7 362.4 0.0 NODE 152 313.0 362.4 0.0 -NODE 153 375.8 362.4 0.0 NODE 154 435.8 362.4 0.0 .. NODE 155 480.0 362.4 0.0 ~ --. NODE 156 516.8 362.4 0.0 NODE 157 289.1 403.6 0.0 NODE 158 326.9 403.6 0.0 NODE 159 375.8 403.6 0.0 NODE 160 435.8 403.6 0.0 NODE 161 480.0 403.6 0.0 NODE 162 300.6 442.1 0.0 NODE 163 339.8 442.1 0.0 NODE 164 375.8 442.1 0.0 NODE 165 435.8 442.1 0.0 NODE 166 308.4 468.0 0.0 NODE 167 339.8 480.0 0.0 ~ ~ .. NODE 168 375.8 473.8 0.0 END TRIAB 81 86 87 106 .2 2 12. 122 141 142 152 1 127 146 147 156 132 155 156 161 136 160 161 165 139 164 165 168 END QUADB 1 20 1 1 2 1 23 1 22 1 2 2 12. 2 21 40 22 1 23 1 44 1 43 1 ,. .,--. 41 60 43 1 44 1 65 1 64 1 f ! 61 80 64 1 65 1 86 1 85 1 \ ~ 82 99 87 1 88 1 107 1 106 1 100 101 109 1 110 1 126 1 125 1 1 102 107 113 1 114 1 129 1 128 1 108 112 119 1 120. 1 135 1 134 1 2 113 114 125 1 126. 1 141 1 140 1 1 115 120 128 1 129 1 145 1 144 1 121 140 141 152 151 123 126 142 1 143 1 153 1 152 1 128 131 151 1 152 1 158 1 157 1 133 135 157 1 158 1 163 1 162 1 137 138 162 1 163 1 167 1 166 1 END . ~ ENDGEOM ENDMODEL r ._.,.. . . . . .. -... -. ' -::--_. ( ---- ' I \._' .... -."<" .. ' ' \, I '· J ···--·-·· ::.., __ ·--·~---~-.--·-·"'-·----·--·--·------·--··~--~--·~-.c.-.. ....,_.;, ____ ~-~-~----~-~~ !58tJO -.SC -ZtJI-3.f STARDYN,CM=360000,T=500,SC=NP. USER,*. R.C.STINNETT/303 741-7130/STONE & WEBSTER GET,STARPF/UN=EKSAPP • CALL, STARPF, STAR (OUTPUT=HQROUT) EXIT,U. DAYFILE,HQROUT. LABEL,TAPE,SI=BRADLEY LAKE,FI=1160 FT TAPE4,NT,D=6250,FA=A,QN=9999. COPY,TAPE4,~E. EXIT,U . REWIND,HQROUT. BCD4440.,HQROUT,MFTAPE,P0,24,l.SPL -WY EL 1160-HQR REWIND, MFTAPE. ROUTE,MFTAPE,DC=SD,EC=24,TID=C. COMMENT. ******************************** COMMENT. * ORIGINAL PLUS 2 COPIES * COMMENT. * RETURN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT. ******************************** COMMENT. ******************************** COMMENT. * STONE & WEBSTER ENGINEERING * · COMMENT. * ATTN. R. C. STINNETT * COMMENT. * P.O. BOX 5406 * COMMENT. * DENVER, COLORADO 80217 * COMMENT. ******************************** EXIT,U. GET,DOLLAR/UN=Y9AC07. CALL, DOLLAR. EXIT,U. DAYFILE,MYFILE. REPLACE, MYFILE. EXIT,U. · REWIND, HQROUT. REPLACE, HQROUT. EXIT,U. REWIND, TAPE4. REPLACE, TAPE4 . *WEOR START 386.4 3 ALASKA BRADLEY LAKE -SPILLWAY EL 1160 HQR ·MATLG 1. CONCRETE 5.E6 0.2 2 ROCK. 4.E6 0.35 END NODEGRD1 1 15 1 0.0 0.0 0.0 NODEGRD2 64 78 21 0.0 144.0 0.0 NODEGRD1 16 21 1 713.4 o·.o 0.0 NODEGRD2 100 105 21. 713.4 192.0 0.0 NODE G. 86 99 1 48.0 192.0 0.0 NODEG 114 118· 1 480.0 240.0 0.0 NODEG 119 124 1. 713.4 240.0 0.0 NODEG 134· 139 1 713.4 276.0 0.0 NODE 85 0.0 176.0 NODE 106 96.0 208.0 NODE 107 144.0 224.0 NODE 108 192.0 240.0 NODE 109 240.0 240.0 NODE 110 288.0 240.0 NODE 111 327.8 240.0 NODE 112 375.8 240.0 NODE 113 423.8 240.0 NODE 125 254.4 288.0 NODE 126 288.0 288.0 NODE 127 327.8 288.0 NODE 128 423.8 288.0 NODE 129 480.0 288.0 NODE 130 528.0 288.0 NODE 131 576.0 288.0 0.08391 672.0 672.0 953.4 953.4 672.0 672.0 953.4 953.4 0.0 0.0 144.0· 0.0 0.0 0.0 192.0 0.0 192.0 0.0 240.0 0.0 240.0 0.0 276.0 (a.O 0.0 0.0 0.0 0.0 0.0 o. o· 0.0 0.0 0.-0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _______ _,~ B5 ____.. I· '··.' • .. '• ·.} --·; .... , / .,_ ..... . ... ·-:.· .. ( ' \ _/ ~------~------___ ._:. _____________ .... _______ ,..~--~-···----~·------~·----·---.....: NODE 132 NODE 133 NODE 140 NODE 141 NODE 142 NODE 143 NODE 144 NODE 145 NODE 146 NODE 147 NODE 148 NODE 149 NODE 150 NODE 151 NODE 152 NODE 153 NODE 154 NODE 155 NODE 156 NODE 157 NODE 158 NODE 159 NODE 160 NODE 161 NODE 162 NODE 163 NODE 164 NODE 165 NODE 166 NODE 167 NODE 168 END RESTG END 1 20 21 42 105 124 139 624.0 664.6 264.6 299.4 341.9 375.8 409.7 480.0 528.0 576.0 624.0 653.4 713.4 276.7 313.0 375.8 435.8 480.0 516.8 289.1 326.9 375.8 435.8 480.0 300.6 339.8 375.8 435.8 308.4 339.8 375.8 1020000 120000 21100000 100000 100000 275.0 264.0 321:9 321.9 321.9 336.0 321.9 321.9 321.9 317.5 306.6 300.0 300.0 362.4 362.4 362.4 362.4 362.4 362.4 403.6 403.6 403.6 403.6 403.6 442.1 442.1 442.1 442.1 468.0 480.0 473.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TRIAB 81 86 87 106 2 2 12. 122 141 127 146 132 155 136 160 139 164 END QUADE 1 20 1 21 40 22 41 60 43 61 80 64 82 99 87 100 101 109 102 107 113 108 112 119 113 114 125 115 120 128 121 140 123 126 142 128 131 151 133 135 157 137 138 162 END WGHT 167 57. 166 432. 162 1205. 157 2047. 151 2594. 142 152 147 156 156 161 161 165 165 168 1 2 1 23 1 23 1 44 1 44 1 65 1 65 1 86 1 88 1 107 1 110 1 126 1 114 1 129 1 120 1 135 1 126 1 141 1 129 1 145 141 152 1 143 1 153 1 152 1 158 1 158 1 163 1 163 1 167 150. 374. 362. 614. 778. 1 1 22 1 43 1 64 1 85 1 106 1 125 1 128 1 134 1 140 1 144 151 1 152 1 157 1 162 1 166 1 1 1 1 1 1 1 1 1 1 1 1 1 1· 2 2 1 2 1 12. 2 r . ·.- / .... , i i _.··-. .· ··~. -. ( END GUY AN END ENDGEOM 140 125 109 2731. 3366. 2128. 109 111 111 113 119 111 125 134 . 111 140 168 111 H-QR ANALYSIS 819. 1010. 639. HQR 10 OUTPUT 22 22 SEL-NODEG 109 119 1 125 134 1 140 168 1 SEL-TRIA 122 127 132 136 139 SEL-QUADG-100 107 1 113 121 1 123 126 1 128 131 1 133 135 1 SEL-QUAD 137 138 TAPE4GSEL 100011001100 ENDMODEL 87 -.. -. -; · .. . . -~ -. ---_ ... ( ·. ~ :_ ': . . -~ -.: .-. . . ~ -··----~ :. . ' .-'I ·'· .. 'r ,,•: . .-~ ... ---." .--.: ~---~~-__ • ___ ....._,~, #.-• --~···-~~-·---r--· ·• :__. __ . __ ------·--_.;_, _____ , ______ _. _._ __ -----·------· .. ".-.. ~~----: _____ ---·-- ./ ·"' . .... i : ·- : _.· .· .-·-.;.! (. . •; \ .. , . ' --~ . -. . - /580()-..SC.-Zt?/-31- STARDYN,CM=360000,T=500,SC=ST. USER,*. R.C.STINNETT/303 741-7130/STONE & WEBSTER GET,STARPF/UN=EKSAPP. GET, TAJ?E4. CALL, STARPF, DYNRE4 (OUTPUT=DYN40UT) EXIT,U. DAYFILE,DYN40UT. REPLACE, DYN40UT /NA. COPY,DYN40UT. REWIND, DYN40UT. BCD4440,DYN40UT,MFTAJ?E,P0,24,1.SPL WY EL.1160-SEISMIC REWIND, MFTAJ?E. ROUTE,MFTAPE,DC=SD,EC=24,TID=C. COMMENT. ******************************** COMMENT. * ORIGINAL PLUS 2 COPIES * COMMENT. * RETURN FICHE BY SENDING * COMMENT. * FIRST CLASS MAIL TO: * COMMENT. ******************************** COMMENT. ******************************** COMMENT. * STONE & WEBSTER ENGINEERING * COMMENT. * ATTN. R. C. STINNETT * COMMENT. * P.O. BOX 5406 * COMMENT; * DENVER, COLORADO 80217 *' COMMENT. ******************************** EXIT, U. · GET,DOLLAR/UN=Y9AC07. CALL, DOLLAR. EXIT,U • DAYFILE,MYFILE. REPLACE,MYFILE. *WEOR ALASKA BRADLEY LAKE STANDARD 1.· OUTPUT . 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OPTIONAL TASK CODE 15 5oo·· G,(A 03 GC. .·I 2 MctV\u-htck.we~ th.v-e.td(o!>.tr cL'l.. tCL .;. 3 4. :1 DYWlDAG· System· Details 6. 7 Prestressing steel-ASTM· A 722 8 Right hand thread. . 9. ·---..--· Nominal Ultimate Cross. Ultimate Maximum Coupler Anchor Nut Thread bar .Stress Section Strength Weight · Threadbar Length Diameter (1,.-ksi)_. Area _(f..,A..) (tbs./ft.) Diameter Diameter Length _a (in.) {inches) ( A,;~incl:les•) (kips) (inches) d (in.) c (in.). 10 II - 12· ·¥a 157 0.28 43.5 0.98 .750 1.250 4.50 1".625 -.. 1 150· 0.85. 127.5 3.01 t.t25 2.000 5.50 1.875 13 14· 1Y< 150" 1;25. ·187:5 4.39 1,437 2.375 6.75'' 2.50 !--· 5.56 1.562 2.625 8.625 2.75 Jl/a 150" 1.58 237.0" 15 -----16 17 Reinforcing steel...:. ASTM: A 615 (Grade 6Q) ~ 18 Left hand thre3d· for size ~.6 thru # 11 and ri,ght hand lhread for ~ .14 and ;: 18 . 19 . -.-· 1. .. PAGE __!3 .: I \~ ~ -- -r Hex Nut Length Width .a (in.) e (in.) 2.00 1.25 2.50 1.75 3.125 2.125 3.50 2.375 . I \ ·! ... zo ., Thread bar . Nominal Cross Yield Maximum Coupler Hex Nut Thr!!adbar Section Weight Thread bar Z I Si:Ze. Strength - Designation Diameter Area (r; A.·kips) (lbs:lft.) Diameter Diameter Length Width Lenoth I (inches) (A.-inches•) (inches) d (in.) c. (in.) e(in.) . a (ii zz #6 0.750 0.44 26.4 1.502 0.812 1.125 :3.500 1.125 t.OC Z3 Z4 #7 0.875 0.60 36.0 .. 2.044 1.000 .1.312 3.750: / 1.250 1.250 -· ;._ -· .#8 1.000 0.79 i.... 47 4/, 2.670 1.125 1.500 4.000 1.437 1.375 i ..... z~ #9· 1.128 1.00 60.0 3.400 1.187 1.687 4.250 1.625 1.625 26 ------f--·-· __ .. , #10 1.270 1.27 ~ 76.2~. 4.303· 1.437 1.875 5.000 1.750 1.875 Z'T Z8 29 #11 1.410 1.56 !13 6 5.313 1.562 2.125 6.000 2.000 2.000 -----·-·-... -t-·---~---·-f-·----1'------ #14' 1.693 2.25 135.0 7.65 1.875 . 2.687. 7.500 2.500 3.500 r--·--· --"""'---1-- :1a· 2.257' ·4.00 240.0 13.60 2.500 3.500 10.000 3.250 4:ooo _.._ __ .. ---'-.-··- 'so 3-1 3Z 33 34 3:1 36 37 rYlq t Cat. res (Mf ffte {ow~~ c.osf G:rra..de 4?0 . :t/8 /11rea.d ~ }' w (IV\ it1' 47.Lf l<ip yi~ld s tre,,J ""-IS ~u 1 fcr.6fe·, ~;~ 9-5)& of thts sfr·Pr;/7... c.(~ (. 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