Post Tension Design of Slab

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Design of Post Tension Slab

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  • HENDERSON ROADL9- H2-B/DA-DF

    Thursday, 23 January 2014

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    2

    TABLE OF CONTENT:

    Concise Report

    A. - Project Design Parameters and Load CombinationsA.1 - Project Design ParametersA.2 - Load Combinations

    Tabular Reports - Compact

    1 - User Specified General Analysis and Design Parameters

    2 - Input Geometry2.1 - Principal Span Data of Uniform Spans2.5 - Drop Cap and Drop Panel Data2.7 - Support Width and Column Data

    3 - Input Applied Loading3.1 - Loading As Appears in User's Input Screen3.2 - Compiled Loads

    4 - Calculated Section Properties4.2 - Section Properties for Non-Uniform Spans

    5 - Moments, Shears and Reactions5.1 - Span Moments and Shears (Excluding Live Load)5.2 - Reactions and Column Moments (Excluding Live Load)5.3 - Span Moments and Shears (Live Load)5.4 - Reactions and Column Moments (Live Load)

    6 - Moments Reduced to Face of Support6.1 - Reduced Moments at Face of Support (Excluding Live Load)6.2 - Reduced Moments at Face of Support (Live Load)

    7 - Selected Post-Tensioning Forces and Tendon Profiles7.1 - Tendon Profile7.2 - Selected Post-Tensioning Forces and Tendon Drape7.3 - Tendon Extents and Stressing Conditions7.4 - Required Minimum Post-Tensioning Forces7.5 - Service Stresses7.6 - Post-Tensioning Balance Moments, Shears and Reactions

    8 - Factored Moments and Reactions Envelope8.1 - Factored Design Moments (Not Redistributed)8.2 - Reactions and Column Moments8.3 - Secondary Moments

    10 - Mild Steel (No Redistribution)10.1 - Required Rebar10.2 - Provided Rebar10.3 - Base Reinforcement

    10.3.1 - Isolated bars10.3.2 - Mesh Reinforcement

    13 - Punching Shear Reinforcement13.1 - Critical Section Geometry13.2 - Critical Section Stresses13.3 - Punching Shear Reinforcement

    14 - Deflections

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    3

    14.1 - Maximum Span Deflections

    15 - Friction, Elongation and Longterm Losses15.1 - Input Parameters15.3 - Friction and Longterm Loss Calculation15.6 - Summary

    Tabular Reports - Detailed

    21 - Tendon Heights

    22 - Post-Tensioning Balanced Loading

    23 - Detailed Moments

    24 - Detailed Shears

    25 - Factored Moments and Reactions

    27 - Detailed Stresses

    28 - Required Post-Tensioning

    29 - Detailed Rebar

    31 - Detailed Friction and Longterm Stress Losses

    34 - Demand Moment and Moment Capacity34.2 - Based on Designed Values

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    4

    A. Design Parameters and Load Combinations

    A.1 Project Design Parameters

    Parameter Value Parameter ValueConcrete Fy (Main bars) 460.00 N/mm 2

    Fcu for BEAMS/SLABS 35.00 N/mm 2 Fy (Shear reinforcement) 460.00 N/mm 2Fcui for BEAMS/SLABS 30.00 N/mm 2 Minimum Cover at TOP 25.00 mmFor COLUMNS/WALLS 40.00 N/mm 2 Minimum Cover at BOTTOM 25.00 mmEc for BEAMS/SLABS 26568.00 N/mm 2 Post-tensioningFor COLUMNS/WALLS 28402.00 N/mm 2 SYSTEM BONDED

    CREEP factor 2.00 Fpu 1860.00 N/mm 2CONCRETE WEIGHT NORMAL Fse 1200.00 N/mm 2

    UNIT WEIGHT 2500.00 Kg/m 3 Strand area 98.700 mm 2Tension stress limits / (f'c)1/2 Min CGS from TOP 50.00 mm

    At Top 0.360 Min CGS from BOT for interior spans 50.00 mmAt Bottom 0.360 Min CGS from BOT for exterior spans 50.00 mm

    Compression stress limits / f'c Min average precompression 0.85 N/mm 2At all locations 0.330 Max spacing / slab depth 8.00

    Tension stress limits (initial) / (f'c)1/2 Analysis and design optionsAt Top 0.360 Structural system - Equiv Frame TWO-WAY

    At Bottom 0.360 Moments reduced to face of support YESCompression stress limits (initial) / f'c Moment Redistribution NO

    At all locations 0.500 DESIGN CODE SELECTED British-BS8110(1997)

    Reinforcement

    A.2 Load Combinations

    Strength load combinations1. 1.4 SW + 1.6 LL + 1.4 SDL + 1.6 X + 1 HYP

    Service load combinations

    1. 1 SW + 1 LL + 1 SDL + 1 X + 1 PT

    Initial load combinations1 SW + 1.15 PT

    1 - USER SPECIFIED GENERAL ANALYSIS AND DESIGN PARAMETERS

    Parameter Value Parameter ValueConcrete Fy (Main bars) 460.00 N/mm 2

    Fcu for BEAMS/SLABS 35.00 N/mm 2 Fy (Shear reinforcement) 460.00 N/mm 2Fcui for BEAMS/SLABS 30.00 N/mm 2 Minimum Cover at TOP 25.00 mmFor COLUMNS/WALLS 40.00 N/mm 2 Minimum Cover at BOTTOM 25.00 mmEc for BEAMS/SLABS 26568.00 N/mm 2 Post-tensioningFor COLUMNS/WALLS 28402.00 N/mm 2 SYSTEM BONDED

    CREEP factor 2.00 Fpu 1860.00 N/mm 2CONCRETE WEIGHT NORMAL Fse 1200.00 N/mm 2

    UNIT WEIGHT 2500.00 Kg/m 3 Strand area 98.700 mm 2Tension stress limits / (f'c)1/2 Min CGS from TOP 50.00 mm

    At Top 0.360 Min CGS from BOT for interior spans 50.00 mmAt Bottom 0.360 Min CGS from BOT for exterior spans 50.00 mm

    Compression stress limits / f'c Min average precompression 0.85 N/mm 2At all locations 0.330 Max spacing / slab depth 8.00

    Tension stress limits (initial) / (f'c)1/2 Analysis and design optionsAt Top 0.360 Structural system - Equiv Frame TWO-WAY

    At Bottom 0.360 Moments reduced to face of support YESCompression stress limits (initial) / f'c Moment Redistribution NO

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    5

    At all locations 0.500 DESIGN CODE SELECTED British-BS8110(1997)

    Reinforcement

    2 - INPUT GEOMETRY

    2.1 Principal Span Data of Uniform SpansSpan Form Length Width Depth TF Width TF

    Thick.BF/MFWidth

    BF/MFThick.

    Rh RightMult.

    Left Mult.

    m mm mm mm mm mm mm mm1 1 6.00 7600 240 240 0.60 0.402 1 6.00 7600 240 240 0.60 0.403 1 6.00 7600 240 240 0.60 0.404 1 6.00 7600 240 240 0.60 0.405 1 6.00 7600 240 240 0.60 0.406 1 6.00 7600 240 240 0.60 0.407 1 6.00 7600 240 240 0.60 0.40

    2.5 Drop Cap and Drop Panel DataJoint Cap T Cap B Cap DL Cap DR Drop TL Drop TR Drop B Drop L Drop R

    mm mm mm mm mm mm mm mm mm1 500 5710 0 1000 0 0 0 0 02 500 5710 1000 1000 0 0 0 0 03 500 5710 1000 1000 0 0 0 0 04 500 5710 1000 1000 0 0 0 0 05 500 5710 1000 1000 0 0 0 0 06 500 5710 1000 1000 0 0 0 0 07 500 5710 1000 1000 0 0 0 0 08 500 5710 1000 0 0 0 0 0 0

    2.7 Support Width and Column DataJoint Support

    WidthLength

    LCB(DIA.)

    LCD LC % LC CBC LC Length

    UCB(DIA.)

    UCD UC % UC CBC UC

    mm m mm mm m mm mm1 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)2 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)3 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)4 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)5 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)6 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)7 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)8 450.0 6.5 900.0 450.0 50 (1) 6.5 900.0 450.0 50 (1)

    3 - INPUT APPLIED LOADING

    3.1 Loading As Appears in User's Input ScreenSpan Class Type W P1 P2 A B C F M

    kN/m2 kN/m kN/m m m m kN kN-m1 LL U 7.5001 SDL U 2.7001 SDL C 4.900 160.0001 SDL C 1.200 160.0002 LL U 7.5002 SDL U 2.7002 SDL C 4.900 160.0002 SDL C 1.200 160.0003 LL U 7.5003 SDL U 2.7003 SDL C 1.200 160.0003 SDL C 4.900 160.0004 LL U 7.5004 SDL U 2.700

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    6

    4 SDL C 1.200 160.0004 SDL C 4.900 160.0005 LL U 7.5005 SDL U 2.7005 SDL C 1.200 160.0005 SDL C 4.900 160.0006 LL U 7.5006 SDL U 2.7006 SDL C 1.200 160.0006 SDL C 4.900 160.0007 LL U 7.5007 SDL U 2.7007 SDL C 1.200 160.0007 SDL C 4.900 160.000

    NOTE: SELFWEIGHT INCLUSION REQUIRED (SW= SELF WEIGHT Computed from geometryinput and treated as dead loading. Unit selfweight W = 2500.0 Kg/m^3

    NOTE: LIVE LOADING is SKIPPED with a skip factor of 1.00

    3.2 Compiled loadsSpan Class Type P1 P2 F M A B C Reduction

    FactorkN/m kN/m kN kN-m m m m %

    1 LL P 57.000 0.000 6.000 0.0001 SDL P 20.520 0.000 6.0001 SDL C 160.000 4.9001 SDL C 160.000 1.2001 SW P 81.143 0.000 1.0001 SW P 44.734 1.000 5.0001 SW P 81.143 5.000 6.0002 LL P 57.000 0.000 6.000 0.0002 SDL P 20.520 0.000 6.0002 SDL C 160.000 4.9002 SDL C 160.000 1.2002 SW P 81.143 0.000 1.0002 SW P 44.734 1.000 5.0002 SW P 81.143 5.000 6.0003 LL P 57.000 0.000 6.000 0.0003 SDL P 20.520 0.000 6.0003 SDL C 160.000 1.2003 SDL C 160.000 4.9003 SW P 81.143 0.000 1.0003 SW P 44.734 1.000 5.0003 SW P 81.143 5.000 6.0004 LL P 57.000 0.000 6.000 0.0004 SDL P 20.520 0.000 6.0004 SDL C 160.000 1.2004 SDL C 160.000 4.9004 SW P 81.143 0.000 1.0004 SW P 44.734 1.000 5.0004 SW P 81.143 5.000 6.0005 LL P 57.000 0.000 6.000 0.0005 SDL P 20.520 0.000 6.0005 SDL C 160.000 1.2005 SDL C 160.000 4.9005 SW P 81.143 0.000 1.0005 SW P 44.734 1.000 5.0005 SW P 81.143 5.000 6.0006 LL P 57.000 0.000 6.000 0.0006 SDL P 20.520 0.000 6.0006 SDL C 160.000 1.200

    6 SDL C 160.000 4.9006 SW P 81.143 0.000 1.000

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    7

    6 SW P 44.734 1.000 5.0006 SW P 81.143 5.000 6.0007 LL P 57.000 0.000 6.000 0.0007 SDL P 20.520 0.000 6.0007 SDL C 160.000 1.2007 SDL C 160.000 4.9007 SW P 81.143 0.000 1.0007 SW P 44.734 1.000 5.0007 SW P 81.143 5.000 6.000

    4 - CALCULATED SECTION PROPERTIES

    4.2 Section Properties for Non-Uniform SpansSpan Segme

    ntArea I Yb Yt

    mm2 mm4 mm mm1 1 3308600.00 0.88E+11 267.82 232.181 2 3308600.00 0.68E+11 267.82 232.181 3 1824000.00 0.88E+10 120.00 120.001 4 3308600.00 0.68E+11 267.82 232.181 5 3308600.00 0.88E+11 267.82 232.182 1 3308600.00 0.88E+11 267.82 232.182 2 3308600.00 0.68E+11 267.82 232.182 3 1824000.00 0.88E+10 120.00 120.002 4 3308600.00 0.68E+11 267.82 232.182 5 3308600.00 0.88E+11 267.82 232.183 1 3308600.00 0.88E+11 267.82 232.183 2 3308600.00 0.68E+11 267.82 232.183 3 1824000.00 0.88E+10 120.00 120.003 4 3308600.00 0.68E+11 267.82 232.183 5 3308600.00 0.88E+11 267.82 232.184 1 3308600.00 0.88E+11 267.82 232.184 2 3308600.00 0.68E+11 267.82 232.184 3 1824000.00 0.88E+10 120.00 120.004 4 3308600.00 0.68E+11 267.82 232.184 5 3308600.00 0.88E+11 267.82 232.185 1 3308600.00 0.88E+11 267.82 232.185 2 3308600.00 0.68E+11 267.82 232.185 3 1824000.00 0.88E+10 120.00 120.005 4 3308600.00 0.68E+11 267.82 232.185 5 3308600.00 0.88E+11 267.82 232.186 1 3308600.00 0.88E+11 267.82 232.186 2 3308600.00 0.68E+11 267.82 232.186 3 1824000.00 0.88E+10 120.00 120.006 4 3308600.00 0.68E+11 267.82 232.186 5 3308600.00 0.88E+11 267.82 232.187 1 3308600.00 0.88E+11 267.82 232.187 2 3308600.00 0.68E+11 267.82 232.187 3 1824000.00 0.88E+10 120.00 120.007 4 3308600.00 0.68E+11 267.82 232.187 5 3308600.00 0.88E+11 267.82 232.18

    5 - MOMENTS, SHEARS AND REACTIONS

    5.1 Span Moments and Shears (Excluding Live Load)Span Load Case Moment

    LeftMomentMidspan

    MomentRight

    ShearLeft

    ShearRight

    kN-m kN-m kN-m kN kN1 SW -49.72 74.06 -241.17 -138.70 202.522 SW -224.27 27.27 -160.21 -181.29 159.933 SW -166.13 43.65 -185.59 -167.37 173.854 SW -183.01 36.50 -183.00 -170.61 170.615 SW -185.59 43.65 -166.13 -173.85 167.37

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    8

    6 SW -160.21 27.26 -224.27 -159.93 181.297 SW -241.17 74.06 -49.72 -202.52 138.701 SDL -69.13 75.80 -331.95 -175.09 268.032 SDL -309.38 11.39 -220.52 -233.70 209.423 SDL -229.35 33.95 -255.44 -214.55 228.574 SDL -252.57 24.10 -251.91 -219.00 224.125 SDL -256.16 33.96 -228.60 -223.49 219.636 SDL -221.13 11.35 -308.86 -204.27 238.857 SDL -332.88 75.93 -67.94 -263.05 180.071 XL 0.00 0.00 0.00 0.00 0.002 XL 0.00 0.00 0.00 0.00 0.003 XL 0.00 0.00 0.00 0.00 0.004 XL 0.00 0.00 0.00 0.00 0.005 XL 0.00 0.00 0.00 0.00 0.006 XL 0.00 0.00 0.00 0.00 0.007 XL 0.00 0.00 0.00 0.00 0.00

    5.2 Reactions and Column Moments (Excluding Live Load)Joint Load Case Reaction Moment

    Lower ColumnMoment

    Upper ColumnkN kN-m kN-m

    1 SW 138.70 -26.18 -23.552 SW 383.81 8.90 8.003 SW 327.30 -3.12 -2.804 SW 344.46 1.36 1.225 SW 344.46 -1.36 -1.226 SW 327.30 3.12 2.807 SW 383.81 -8.90 -8.018 SW 138.70 26.18 23.551 SDL 175.09 -36.40 -32.742 SDL 501.73 11.88 10.693 SDL 423.96 -4.65 -4.194 SDL 447.58 1.51 1.365 SDL 447.60 -2.24 -2.016 SDL 423.90 3.94 3.547 SDL 501.90 -12.65 -11.388 SDL 180.07 35.77 32.181 XL 0.00 0.00 0.002 XL 0.00 0.00 0.003 XL 0.00 0.00 0.004 XL 0.00 0.00 0.005 XL 0.00 0.00 0.006 XL 0.00 0.00 0.007 XL 0.00 0.00 0.008 XL 0.00 0.00 0.00

    5.3 Span Moments and Shears (Live Load)Span Moment

    Left MaxMomentLeft Min

    MomentMidspan

    Max

    MomentMidspan Min

    MomentRight Max

    MomentRight Min

    ShearLeft

    ShearRight

    kN-m kN-m kN-m kN-m kN-m kN-m kN kN1 -86.43 29.22 132.82 -43.65 -311.04 -65.69 -158.58 214.712 -307.21 -87.29 110.16 -74.83 -289.31 -5.54 -209.90 203.183 -291.85 -37.59 120.98 -66.80 -309.11 -38.27 -206.37 213.724 -305.79 -40.72 117.19 -71.23 -305.78 -40.73 -209.54 209.535 -309.12 -38.26 120.98 -66.80 -291.84 -37.60 -213.72 206.376 -289.31 -5.54 110.16 -74.83 -307.21 -87.30 -203.18 209.907 -311.03 -65.68 132.81 -43.65 -86.43 29.22 -214.71 158.58

    5.4 Reactions and Column Moments (Live Load)Joint Reaction

    MaxReaction

    MinMomentLower

    Column Max

    MomentLower

    Column Min

    MomentUpper

    Column Max

    MomentUpper

    Column MinkN kN kN-m kN-m kN-m kN-m

    1 158.58 -24.29 15.39 -45.50 13.84 -40.942 424.61 152.52 38.78 -28.54 34.88 -25.68

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    9

    3 409.55 110.44 32.94 -36.53 29.64 -32.864 423.25 132.58 35.84 -34.28 32.25 -30.845 423.25 132.58 34.28 -35.84 30.84 -32.256 409.54 110.44 36.53 -32.94 32.86 -29.647 424.61 152.52 28.54 -38.78 25.68 -34.898 158.58 -24.29 45.50 -15.38 40.93 -13.84

    6 - MOMENTS REDUCED TO FACE OF SUPPORT

    6.1 Reduced Moments at Face of Support (Excluding Live Load)Span Load

    CaseMoment

    LeftMomentMidspan

    MomentRight

    kN-m kN-m kN-m1 SW -20.57 74.06 -197.702 SW -185.50 27.27 -126.303 SW -130.50 43.65 -148.504 SW -146.70 36.50 -146.705 SW -148.50 43.65 -130.506 SW -126.30 27.26 -185.507 SW -197.70 74.06 -20.571 SDL -30.26 75.80 -272.202 SDL -257.30 11.39 -173.903 SDL -181.60 33.95 -204.504 SDL -203.80 24.10 -202.005 SDL -206.40 33.96 -179.706 SDL -175.70 11.35 -255.607 SDL -274.20 75.93 -27.941 XL 0.00 0.00 0.002 XL 0.00 0.00 0.003 XL 0.00 0.00 0.004 XL 0.00 0.00 0.005 XL 0.00 0.00 0.006 XL 0.00 0.00 0.007 XL 0.00 0.00 0.00

    6.2 Reduced Moments at Face of Support (Live Load)Span Moment Left

    MaxMoment Left

    MinMomentMidspan

    Max

    MomentMidspan Min

    MomentRight Max

    MomentRight Min

    kN-m kN-m kN-m kN-m kN-m kN-m1 -52.19 23.76 132.80 -43.65 -264.20 -62.612 -261.40 -66.45 110.20 -74.83 -245.00 -9.563 -246.90 -25.39 121.00 -66.80 -262.50 -38.244 -260.10 -40.72 117.20 -71.23 -260.10 -40.725 -262.50 -38.24 121.00 -66.80 -246.90 -25.386 -245.00 -9.55 110.20 -74.83 -261.40 -66.457 -264.20 -62.60 132.80 -43.65 -52.19 23.76

    7 - SELECTED POST-TENSIONING FORCES AND TENDON PROFILES

    7.1 Tendon ProfileTendon A

    Span Type X1/L X2/L X3/L A/L1 1 0.100 0.500 0.100 ---2 1 0.100 0.500 0.100 ---3 1 0.100 0.500 0.100 ---4 1 0.100 0.500 0.100 ---5 1 0.100 0.500 0.100 ---6 1 0.100 0.500 0.100 ---7 1 0.100 0.500 0.100 ---

    7.2 Selected Post-Tensioning Forces and Tendon DrapeTendon A

    Span Force CGS Left CGS C1 CGS C2 CGS Right P/A Wbal WBal (%DL)

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    10

    kN mm mm mm mm MPa kN/-1 2568.816 120.00 --- 50.00 190.00 1.41 59.939 462 2708.946 190.00 --- 50.00 190.00 1.49 84.278 643 2495.722 190.00 --- 50.00 190.00 1.37 77.645 594 2295.938 190.00 --- 50.00 190.00 1.26 71.429 555 2495.722 190.00 --- 50.00 190.00 1.37 77.645 596 2708.946 190.00 --- 50.00 190.00 1.49 84.278 647 2568.815 190.00 --- 50.00 120.00 1.41 59.939 46

    All TendonsSpan Force Total P/A Total WBal

    (%DL)kN MPa

    1 2568.816 1.41 462 2708.946 1.49 643 2495.722 1.37 594 2295.938 1.26 555 2495.722 1.37 596 2708.946 1.49 647 2568.815 1.41 46

    Approximate weight of strand: 733.0 Kg

    7.3 Tendon Extents and Stressing ConditionsType Num Force Left End Right End From To Extension

    A 22 116.54 Live Live 1 7 ---

    7.4 Required Minimum Post-Tensioning ForcesBased on Stress Conditions Based on Minimum P/A

    Type Left Center Right Left Center RightkN kN kN kN kN kN

    1 0.00 0.00 0.00 2812.30 1550.40 2812.302 0.00 0.00 0.00 2812.30 1550.40 2812.303 0.00 0.00 0.00 2812.30 1550.40 2812.304 0.00 0.00 0.00 2812.30 1550.40 2812.305 0.00 0.00 0.00 2812.30 1550.40 2812.306 0.00 0.00 0.00 2812.30 1550.40 2812.307 0.00 0.00 0.00 2812.30 1550.40 2812.30

    7.5 Service Stresses (tension shown positive)Envelope of Service 1

    Span LeftTop

    Max-T

    LeftTop

    Max-C

    LeftBot

    Max-T

    LeftBot

    Max-C

    CenterTop

    Max-T

    CenterTop

    Max-C

    CenterBot

    Max-T

    CenterBot

    Max-C

    RightTop

    Max-T

    RightTop

    Max-C

    RightBot

    Max-T

    RightBot

    Max-CMPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa

    1 ----- -1.77 0.41 ----- ----- -3.84 1.03 -1.39 ----- -0.96 ----- -1.412 ----- -1.04 ----- -1.31 0.51 -2.03 ----- -3.48 ----- -1.60 0.14 -0.793 ----- -1.49 0.03 -0.84 ----- -2.66 ----- -2.65 ----- -1.11 ----- -1.174 ----- -1.09 ----- -1.16 0.15 -2.43 ----- -2.67 ----- -1.09 ----- -1.155 ----- -1.10 ----- -1.18 ----- -2.66 ----- -2.65 ----- -1.49 0.04 -0.836 ----- -1.59 0.13 -0.79 0.51 -2.02 ----- -3.48 ----- -1.05 ----- -1.307 ----- -0.95 ----- -1.42 ----- -3.85 1.03 -1.39 ----- -1.78 0.42 -----

    7.6 Post-Tensioning Balance Moments, Shears and ReactionsSpan Moments and Shears

    Span Moment Left Moment Center Moment Right Shear Left Shear RightkN-m kN-m kN-m kN kN

    1 325.40 -105.00 579.50 -10.48 -10.482 577.10 -109.40 546.70 3.82 3.823 544.90 -104.30 502.50 2.56 2.564 498.90 -92.19 498.90 0.00 0.005 502.50 -104.30 544.90 -2.56 -2.566 546.70 -109.40 577.10 -3.81 -3.817 579.50 -105.00 325.40 10.48 10.48

    Reactions and Column Moments

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    11

    Joint Reaction MomentLower

    Column

    MomentUpper

    ColumnkN kN-m kN-m

    1 10.480 21.000 18.9002 -14.300 -1.937 -1.7423 1.254 -0.382 -0.3434 2.560 -1.771 -1.5935 2.560 1.774 1.5966 1.253 0.385 0.3477 -14.300 1.940 1.7458 10.480 -21.000 -18.900

    Note: Moments are reported at face of support

    8 - FACTORED MOMENTS AND REACTIONS ENVELOPE

    8.1 Factored Design Moments (Not Redistributed)Span Left

    MaxLeftMin

    MiddleMax

    MiddleMin

    RightMax

    RightMin

    kN-m kN-m kN-m kN-m kN-m kN-m1 -112.41 9.11 493.62 211.30 -980.18 -657.642 -939.92 -628.00 318.08 22.04 -735.24 -358.533 -757.10 -402.68 370.00 69.52 -853.56 -494.744 -850.16 -499.15 329.04 27.55 -847.67 -496.665 -856.24 -497.42 369.99 69.51 -754.45 -400.026 -737.77 -361.05 318.01 21.97 -937.54 -625.627 -982.98 -660.42 493.81 211.49 -109.16 12.36

    8.2 Reactions and Column MomentsJoint Reaction

    MaxReaction

    MinMomentLower

    Column Max

    MomentLower

    Column Min

    MomentUpper

    Column Max

    MomentUpper

    Column MinkN kN kN-m kN-m kN-m kN-m

    1 703.56 410.94 -41.99 -139.41 -37.76 -125.412 1904.76 1469.40 89.20 -18.51 80.24 -16.663 1708.27 1229.71 41.44 -69.71 37.29 -62.714 1788.78 1323.66 59.59 -52.61 53.62 -47.335 1788.78 1323.66 51.58 -60.61 46.41 -54.546 1708.13 1229.57 68.70 -42.45 61.80 -38.207 1905.04 1469.68 17.44 -90.28 15.69 -81.228 710.56 417.94 138.53 41.12 124.61 36.98

    8.3 Secondary MomentsSpan Left Midspan Right

    kN-m kN-m kN-m1 42.26 71.34 100.402 98.24 87.64 77.043 74.88 67.76 60.644 56.70 56.68 56.675 60.62 67.74 74.876 77.03 87.64 98.247 100.40 71.34 42.26

    Note: Moments are reported at face of support

    10 - MILD STEEL - NO REDISTRIBUTION

    10.1 Required Rebar

    10.2 Provided Rebar

    10.3 - Base Reinforcement

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    12

    10.3.2 Mesh Reinforcement# Span Location From Spacing Size Cover Length Area-- -- -- m mm -- mm m mm21 1 TOP .00 300.00 10 25.00 6.00 2041.00

    2 TOP .00 300.00 10 25.00 6.00 2041.003 TOP .00 300.00 10 25.00 6.00 2041.004 TOP .00 300.00 10 25.00 6.00 2041.005 TOP .00 300.00 10 25.00 6.00 2041.006 TOP .00 300.00 10 25.00 6.00 2041.007 TOP .00 300.00 10 25.00 6.00 2041.00

    2 1 BOT .00 300.00 10 25.00 6.00 2041.002 BOT .00 300.00 10 25.00 6.00 2041.003 BOT .00 300.00 10 25.00 6.00 2041.004 BOT .00 300.00 10 25.00 6.00 2041.005 BOT .00 300.00 10 25.00 6.00 2041.006 BOT .00 300.00 10 25.00 6.00 2041.007 BOT .00 300.00 10 25.00 6.00 2041.00

    13 - PUNCHING SHEAR REINFORCEMENT

    13.1 Critical Section GeometryColumn Layer Cond. a d b1 b2

    mm mm mm mm1 3 2 153.75 205.00 1378.80 6017.502 2 1 697.50 465.00 1845.00 2295.003 2 1 697.50 465.00 1845.00 2295.004 2 1 697.50 465.00 1845.00 2295.005 2 1 697.50 465.00 1845.00 2295.006 2 1 697.50 465.00 1845.00 2295.007 2 1 697.50 465.00 1845.00 2295.008 3 2 153.75 205.00 1378.80 6017.50

    13.2 Critical Section StressesLabel Layer Cond. Factored

    shearFactoredmoment

    Stress dueto shear

    Stress dueto moment

    Total stress Allowablestress

    Stressratio

    kN kN-m MPa MPa MPa MPa1 3 2 -703.51 +264.78 0.49 0.000 0.489 0.444 1.1012 2 1 -1904.80 -57.73 0.49 0.010 0.505 0.376 1.3433 2 1 -1708.30 +25.50 0.44 0.004 0.448 0.376 1.1934 2 1 -1788.60 -9.51 0.46 0.002 0.466 0.376 1.2415 2 1 -1788.70 +11.63 0.46 0.002 0.467 0.376 1.2426 2 1 -1708.20 -23.55 0.44 0.004 0.448 0.376 1.1927 2 1 -1905.10 +59.67 0.49 0.010 0.505 0.376 1.3448 3 2 -710.49 -263.11 0.49 0.000 0.494 0.444 1.112

    13.3 Punching Shear ReinforcementReinforcement option: Shear StudsStud diameter: 12Number of rails per side: 2

    Col. Dist Dist Dist Dist Dist Dist Dist Dist Dist Distmm mm mm mm mm mm mm mm mm mm

    1 139.5 279.0 418.5 558.0 697.5 76.9 153.8 230.6 307.52 116.3 232.5 348.8 465.0 581.3 697.5 51.3 102.5 153.8 205.02 256.3 307.5 358.8 410.0 461.3 499.7 538.1 576.6 615.03 116.3 232.5 348.8 465.0 581.3 697.5 51.3 102.5 153.8 205.03 256.3 307.54 116.3 232.5 348.8 465.0 581.3 697.5 51.3 102.5 153.8 205.04 256.3 307.5 358.8 410.0 461.35 116.3 232.5 348.8 465.0 581.3 697.5 51.3 102.5 153.8 205.05 256.3 307.5 358.8 410.0 461.36 116.3 232.5 348.8 465.0 581.3 697.5 51.3 102.5 153.8 205.06 256.3 307.57 116.3 232.5 348.8 465.0 581.3 697.5 51.3 102.5 153.8 205.07 256.3 307.5 358.8 410.0 461.3 499.7 538.1 576.6 615.08 139.5 279.0 418.5 558.0 697.5 76.9 153.8 230.6 307.5

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    13

    Dist. = Distance measured from the face of supportNote: Columns with --- have not been checked for punching shear.Note: Columns with *** have exceeded the maximum allowable shear stress.

    14 - DEFLECTIONS

    14.1 Maximum Span DeflectionsSpan SW SW+PT SW+PT+

    SDLSW+PT+SDL

    +CreepLL X Total

    mm mm mm mm mm mm mm1 0.9 -0.2 1.0 3.0(1968) 1.1(5666) 0.0(*****) 4.1(1467)2 0.1 -0.8 -0.8 -2.4(2546) 0.1(45087) 0.0(*****) -2.3(2659)3 0.4 -0.5 -0.1 -0.4(16306) 0.4(13651) 0.0(*****) 0.4(15364)4 0.2 -0.5 -0.3 -0.8(7720) 0.3(19898) 0.0(*****) -0.5(12613)5 0.4 -0.5 -0.1 -0.3(17404) 0.4(13652) 0.0(*****) 0.3(17636)6 0.1 -0.8 -0.8 -2.4(2523) 0.1(45067) 0.0(*****) -2.3(2632)7 0.9 -0.2 1.0 3.0(1996) 1.1(5666) 0.0(*****) 4.1(1478)

    Note: Deflections are calculated using effective moment of inertia of cracked sections.

    15 - FRICTION, ELONGATION AND LONG TERM LOSSES

    15.1 Input ParametersParameter Value Parameter Value

    Type of Strand Low Relaxation Coefficient of Angular Friction (meu) 0.20000 1/radAge of Concrete at Stressing 7 days Coefficient of Wobble Friction (K) 0.00300 rad/m

    Ec at Stressing 22284.00 MPa Ratio of Jacking Stress 0.80Average Relative Humidity 80.00 percent Anchor Set 6.00 mm

    Volume to Surface Ratio of Members 120.00 mm Tendon_A Stressing Method Both sidesEs of Strand 200000.00 MPa

    15.3 Calculated Stresses After Friction and Long-term LossesTendon Span Stress Left

    FL OnlyStress Center

    FL OnlyStress Right

    FL OnlyStress Left

    FL+LTLStress Center

    FL+LTLStress Right

    FL+LTLMPa MPa MPa MPa MPa MPa

    TENDON_A 1 1219.00 1254.00 1311.00 1161.00 1183.00 1235.00TENDON_A 2 1311.00 1332.00 1279.00 1234.00 1246.00 1205.00TENDON_A 3 1279.00 1220.00 1172.00 1205.00 1148.00 1110.00TENDON_A 4 1172.00 1117.00 1172.00 1110.00 1055.00 1110.00TENDON_A 5 1172.00 1220.00 1279.00 1110.00 1148.00 1205.00TENDON_A 6 1279.00 1332.00 1311.00 1205.00 1247.00 1234.00TENDON_A 7 1311.00 1254.00 1219.00 1235.00 1183.00 1161.00

    15.6 SummaryTendon Force Ext.

    LeftStartSpan

    EndSpan

    Ext.Right

    Elong. Left Elong Right AnchorLeft

    AnchorRight

    MaxStressratio

    kN mm mmTENDON_A 116.48 0.00 1 7 0.00 232.70 30.01 0.66 0.66 0.73

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    14

    21 - TENDON HEIGHTS

    X/L X CGS A CGS B CGS Cm mm mm mm

    SPAN 10.00 0.000 120.00 120.00 120.000.05 0.300 116.50 116.50 116.500.10 0.600 106.00 106.00 106.000.15 0.900 92.88 92.88 92.880.20 1.200 81.50 81.50 81.500.25 1.500 71.88 71.88 71.880.30 1.800 64.00 64.00 64.000.35 2.100 57.88 57.88 57.880.40 2.400 53.50 53.50 53.500.45 2.700 50.88 50.88 50.880.50 3.000 50.00 50.00 50.000.55 3.300 51.75 51.75 51.750.60 3.600 57.00 57.00 57.000.65 3.900 65.75 65.75 65.750.70 4.200 78.00 78.00 78.000.75 4.500 93.75 93.75 93.750.80 4.800 113.00 113.00 113.000.85 5.100 135.75 135.75 135.750.90 5.400 162.00 162.00 162.000.95 5.700 183.00 183.00 183.001.00 6.000 190.00 190.00 190.00

    X/L X CGS A CGS B CGS Cm mm mm mm

    SPAN 20.00 0.000 190.00 190.00 190.000.05 0.300 183.00 183.00 183.000.10 0.600 162.00 162.00 162.000.15 0.900 135.75 135.75 135.750.20 1.200 113.00 113.00 113.000.25 1.500 93.75 93.75 93.750.30 1.800 78.00 78.00 78.000.35 2.100 65.75 65.75 65.750.40 2.400 57.00 57.00 57.000.45 2.700 51.75 51.75 51.750.50 3.000 50.00 50.00 50.000.55 3.300 51.75 51.75 51.750.60 3.600 57.00 57.00 57.000.65 3.900 65.75 65.75 65.750.70 4.200 78.00 78.00 78.000.75 4.500 93.75 93.75 93.750.80 4.800 113.00 113.00 113.000.85 5.100 135.75 135.75 135.750.90 5.400 162.00 162.00 162.000.95 5.700 183.00 183.00 183.001.00 6.000 190.00 190.00 190.00

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    15

    X/L X CGS A CGS B CGS Cm mm mm mm

    SPAN 30.00 0.000 190.00 190.00 190.000.05 0.300 183.00 183.00 183.000.10 0.600 162.00 162.00 162.000.15 0.900 135.75 135.75 135.750.20 1.200 113.00 113.00 113.000.25 1.500 93.75 93.75 93.750.30 1.800 78.00 78.00 78.000.35 2.100 65.75 65.75 65.750.40 2.400 57.00 57.00 57.000.45 2.700 51.75 51.75 51.750.50 3.000 50.00 50.00 50.000.55 3.300 51.75 51.75 51.750.60 3.600 57.00 57.00 57.000.65 3.900 65.75 65.75 65.750.70 4.200 78.00 78.00 78.000.75 4.500 93.75 93.75 93.750.80 4.800 113.00 113.00 113.000.85 5.100 135.75 135.75 135.750.90 5.400 162.00 162.00 162.000.95 5.700 183.00 183.00 183.001.00 6.000 190.00 190.00 190.00

    X/L X CGS A CGS B CGS Cm mm mm mm

    SPAN 40.00 0.000 190.00 190.00 190.000.05 0.300 183.00 183.00 183.000.10 0.600 162.00 162.00 162.000.15 0.900 135.75 135.75 135.750.20 1.200 113.00 113.00 113.000.25 1.500 93.75 93.75 93.750.30 1.800 78.00 78.00 78.000.35 2.100 65.75 65.75 65.750.40 2.400 57.00 57.00 57.000.45 2.700 51.75 51.75 51.750.50 3.000 50.00 50.00 50.000.55 3.300 51.75 51.75 51.750.60 3.600 57.00 57.00 57.000.65 3.900 65.75 65.75 65.750.70 4.200 78.00 78.00 78.000.75 4.500 93.75 93.75 93.750.80 4.800 113.00 113.00 113.000.85 5.100 135.75 135.75 135.750.90 5.400 162.00 162.00 162.000.95 5.700 183.00 183.00 183.001.00 6.000 190.00 190.00 190.00

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    16

    X/L X CGS A CGS B CGS Cm mm mm mm

    SPAN 50.00 0.000 190.00 190.00 190.000.05 0.300 183.00 183.00 183.000.10 0.600 162.00 162.00 162.000.15 0.900 135.75 135.75 135.750.20 1.200 113.00 113.00 113.000.25 1.500 93.75 93.75 93.750.30 1.800 78.00 78.00 78.000.35 2.100 65.75 65.75 65.750.40 2.400 57.00 57.00 57.000.45 2.700 51.75 51.75 51.750.50 3.000 50.00 50.00 50.000.55 3.300 51.75 51.75 51.750.60 3.600 57.00 57.00 57.000.65 3.900 65.75 65.75 65.750.70 4.200 78.00 78.00 78.000.75 4.500 93.75 93.75 93.750.80 4.800 113.00 113.00 113.000.85 5.100 135.75 135.75 135.750.90 5.400 162.00 162.00 162.000.95 5.700 183.00 183.00 183.001.00 6.000 190.00 190.00 190.00

    X/L X CGS A CGS B CGS Cm mm mm mm

    SPAN 60.00 0.000 190.00 190.00 190.000.05 0.300 183.00 183.00 183.000.10 0.600 162.00 162.00 162.000.15 0.900 135.75 135.75 135.750.20 1.200 113.00 113.00 113.000.25 1.500 93.75 93.75 93.750.30 1.800 78.00 78.00 78.000.35 2.100 65.75 65.75 65.750.40 2.400 57.00 57.00 57.000.45 2.700 51.75 51.75 51.750.50 3.000 50.00 50.00 50.000.55 3.300 51.75 51.75 51.750.60 3.600 57.00 57.00 57.000.65 3.900 65.75 65.75 65.750.70 4.200 78.00 78.00 78.000.75 4.500 93.75 93.75 93.750.80 4.800 113.00 113.00 113.000.85 5.100 135.75 135.75 135.750.90 5.400 162.00 162.00 162.000.95 5.700 183.00 183.00 183.001.00 6.000 190.00 190.00 190.00

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    17

    X/L X CGS A CGS B CGS Cm mm mm mm

    SPAN 70.00 0.000 190.00 190.00 190.000.05 0.300 183.00 183.00 183.000.10 0.600 162.00 162.00 162.000.15 0.900 135.75 135.75 135.750.20 1.200 113.00 113.00 113.000.25 1.500 93.75 93.75 93.750.30 1.800 78.00 78.00 78.000.35 2.100 65.75 65.75 65.750.40 2.400 57.00 57.00 57.000.45 2.700 51.75 51.75 51.750.50 3.000 50.00 50.00 50.000.55 3.300 50.88 50.88 50.880.60 3.600 53.50 53.50 53.500.65 3.900 57.88 57.88 57.880.70 4.200 64.00 64.00 64.000.75 4.500 71.88 71.88 71.880.80 4.800 81.50 81.50 81.500.85 5.100 92.88 92.88 92.880.90 5.400 106.00 106.00 106.000.95 5.700 116.50 116.50 116.501.00 6.000 120.00 120.00 120.00

    22 - POST-TENSIONING BALANCED LOADING

    Span Type W F M a bkN/m kN kN-m m m

    1 3 199.797 0.00 0.601 3 399.594 5.40 6.001 3 -49.949 0.60 3.001 3 -99.898 3.00 5.402 3 421.392 0.00 0.602 3 421.392 5.40 6.002 3 -105.348 0.60 3.002 3 -105.348 3.00 5.403 3 388.224 0.00 0.603 3 388.224 5.40 6.003 3 -97.056 0.60 3.003 3 -97.056 3.00 5.404 3 357.146 0.00 0.604 3 357.146 5.40 6.004 3 -89.286 0.60 3.004 3 -89.286 3.00 5.405 3 388.224 0.00 0.605 3 388.224 5.40 6.005 3 -97.056 0.60 3.005 3 -97.056 3.00 5.406 3 421.392 0.00 0.606 3 421.392 5.40 6.006 3 -105.348 0.60 3.006 3 -105.348 3.00 5.407 3 399.594 0.00 0.607 3 199.797 5.40 6.007 3 -99.898 0.60 3.007 3 -49.949 3.00 5.401 3 13.624 4.80 6.001 2 -16.35 4.803 3 20.730 0.00 1.203 2 -24.88 1.204 3 19.423 0.00 1.204 2 -23.31 1.20

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    18

    4 3 19.423 4.80 6.004 2 -23.31 4.805 3 20.730 4.80 6.005 2 -24.88 4.80

    7 3 13.624 0.00 1.207 2 -16.35 1.201 4 284.70 1.001 4 -296.37 5.002 4 307.30 1.002 4 -298.10 5.003 4 288.10 1.003 4 -274.39 5.004 4 265.20 1.004 4 -265.20 5.005 4 274.39 1.005 4 -288.10 5.006 4 298.10 1.006 4 -307.30 5.007 4 296.37 1.007 4 -284.70 5.001 4 -288.17 0.007 4 288.17 6.00

    23 - DETAILED MOMENTS

    SPAN 1X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN-m kN-m kN-m kN-m kN-m kN-m kN-m0.00 0.00 -49.72 -69.13 0.00 -86.43 29.22 328.07 39.900.05 0.30 -11.77 -17.53 0.00 -41.42 21.94 322.22 43.040.10 0.60 18.89 32.23 0.00 -1.54 17.33 298.39 46.190.15 0.90 42.24 80.14 0.00 4.15 42.69 267.82 49.330.20 1.20 59.02 126.20 0.00 0.04 62.92 -42.95 52.480.25 1.50 71.60 122.42 0.00 -7.21 87.32 -64.53 55.620.30 1.80 80.14 116.79 0.00 -14.50 106.68 -81.61 58.760.35 2.10 84.66 109.31 0.00 -21.79 120.91 -94.20 61.910.40 2.40 85.15 99.99 0.00 -29.07 130.01 -102.29 65.050.45 2.70 81.62 88.82 0.00 -36.36 133.98 -105.89 68.200.50 3.00 74.06 75.80 0.00 -43.65 132.82 -104.99 71.340.55 3.30 62.47 60.93 0.00 -50.94 126.52 -97.35 74.480.60 3.60 46.86 44.22 0.00 -58.22 115.10 -80.72 77.630.65 3.90 27.22 25.67 0.00 -65.51 98.55 -55.10 80.770.70 4.20 3.56 5.26 0.00 -72.80 76.87 -20.49 83.920.75 4.50 -24.13 -16.99 0.00 -80.08 50.06 23.12 87.060.80 4.80 -55.85 -41.09 0.00 -94.43 18.12 75.71 90.200.85 5.10 -91.77 -99.04 0.00 -140.88 -18.95 437.96 93.350.90 5.40 -134.27 -174.83 0.00 -192.47 -57.47 511.60 96.490.95 5.70 -184.07 -252.47 0.00 -249.19 -61.58 570.53 99.641.00 6.00 -241.17 -331.95 0.00 -311.04 -65.69 592.27 102.78

    SPAN 2X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN-m kN-m kN-m kN-m kN-m kN-m kN-m0.00 0.00 -224.27 -309.38 0.00 -307.21 -87.29 588.60 99.100.05 0.30 -173.54 -240.19 0.00 -246.81 -57.16 568.49 97.960.10 0.60 -130.11 -172.85 0.00 -191.53 -23.21 510.46 96.810.15 0.90 -93.98 -107.36 0.00 -141.38 5.61 438.20 95.660.20 1.20 -64.42 -43.71 0.00 -96.37 29.30 68.13 94.520.25 1.50 -39.08 -29.91 0.00 -85.82 47.87 14.84 93.370.30 1.80 -17.76 -17.96 0.00 -80.47 61.30 -28.97 92.220.35 2.10 -0.46 -7.85 0.00 -78.57 79.76 -63.30 91.080.40 2.40 12.81 0.41 0.00 -77.32 95.02 -88.14 89.93

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    19

    0.45 2.70 22.05 6.82 0.00 -76.07 105.16 -103.51 88.790.50 3.00 27.26 11.39 0.00 -74.83 110.16 -109.40 87.640.55 3.30 28.45 14.11 0.00 -73.58 110.04 -105.80 86.500.60 3.60 25.62 14.98 0.00 -72.33 104.78 -92.72 85.350.65 3.90 18.76 14.01 0.00 -71.09 94.39 -70.16 84.200.70 4.20 7.87 11.19 0.00 -69.84 78.88 -38.12 83.060.75 4.50 -7.04 6.52 0.00 -68.60 60.24 3.40 81.910.80 4.80 -25.98 0.01 0.00 -86.53 43.69 54.40 80.760.85 5.10 -49.13 -40.35 0.00 -129.53 22.02 412.99 79.620.90 5.40 -78.86 -98.56 0.00 -177.66 -4.79 482.95 78.470.95 5.70 -115.88 -158.61 0.00 -230.92 -10.89 538.70 77.331.00 6.00 -160.21 -220.52 0.00 -289.31 -5.54 556.51 76.18

    SPAN 3X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN-m kN-m kN-m kN-m kN-m kN-m kN-m0.00 0.00 -166.13 -229.35 0.00 -291.85 -37.59 555.79 75.460.05 0.30 -119.57 -165.91 0.00 -232.50 -16.89 536.62 74.690.10 0.60 -80.31 -104.32 0.00 -178.29 13.90 480.64 73.920.15 0.90 -48.36 -44.57 0.00 -129.20 39.56 409.70 73.150.20 1.20 -22.98 13.33 0.00 -85.25 60.09 57.52 72.380.25 1.50 -1.81 21.38 0.00 -63.09 75.49 8.71 71.610.30 1.80 15.33 27.59 0.00 -63.83 85.76 -31.36 70.840.35 2.10 28.45 31.95 0.00 -64.57 99.03 -62.70 70.070.40 2.40 37.54 34.46 0.00 -65.32 111.48 -85.31 69.300.45 2.70 42.61 35.13 0.00 -66.06 118.79 -99.18 68.530.50 3.00 43.65 33.95 0.00 -66.80 120.98 -104.32 67.760.55 3.30 40.66 30.92 0.00 -67.54 118.04 -100.72 66.990.60 3.60 33.65 26.04 0.00 -68.28 109.96 -88.38 66.220.65 3.90 22.61 19.32 0.00 -69.02 96.76 -67.31 65.450.70 4.20 7.55 10.76 0.00 -69.76 78.43 -37.51 64.680.75 4.50 -11.54 0.34 0.00 -70.50 59.69 1.03 63.910.80 4.80 -34.66 -11.92 0.00 -93.69 42.08 48.31 63.140.85 5.10 -61.98 -58.03 0.00 -139.85 19.35 378.70 62.370.90 5.40 -95.88 -121.98 0.00 -191.14 -8.52 443.45 61.600.95 5.70 -137.08 -187.79 0.00 -247.56 -38.24 495.09 60.831.00 6.00 -185.59 -255.44 0.00 -309.11 -38.27 511.79 60.06

    SPAN 4X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN-m kN-m kN-m kN-m kN-m kN-m kN-m0.00 0.00 -183.01 -252.57 0.00 -305.79 -40.72 508.43 56.700.05 0.30 -135.47 -187.79 0.00 -245.49 -37.40 491.48 56.690.10 0.60 -95.24 -124.86 0.00 -190.32 -5.36 440.65 56.690.15 0.90 -62.32 -63.78 0.00 -140.29 21.56 376.01 56.690.20 1.20 -35.97 -4.54 0.00 -95.38 43.34 52.46 56.690.25 1.50 -13.82 4.85 0.00 -71.23 60.00 8.26 56.690.30 1.80 4.29 12.39 0.00 -71.23 76.15 -27.90 56.690.35 2.10 18.38 18.09 0.00 -71.23 94.11 -56.03 56.690.40 2.40 28.45 21.94 0.00 -71.23 106.93 -76.11 56.690.45 2.70 34.49 23.94 0.00 -71.23 114.63 -88.17 56.690.50 3.00 36.50 24.10 0.00 -71.23 117.19 -92.19 56.680.55 3.30 34.49 22.41 0.00 -71.23 114.63 -88.17 56.680.60 3.60 28.45 18.87 0.00 -71.23 106.93 -76.11 56.680.65 3.90 18.39 13.49 0.00 -71.23 94.11 -56.03 56.680.70 4.20 4.29 6.26 0.00 -71.23 76.15 -27.90 56.680.75 4.50 -13.82 -2.82 0.00 -71.24 60.00 8.26 56.680.80 4.80 -35.97 -13.74 0.00 -95.38 43.35 52.46 56.680.85 5.10 -62.32 -58.51 0.00 -140.29 21.56 376.01 56.670.90 5.40 -95.24 -121.13 0.00 -190.32 -5.35 440.64 56.670.95 5.70 -135.47 -185.60 0.00 -245.49 -37.40 491.48 56.671.00 6.00 -183.00 -251.91 0.00 -305.78 -40.72 508.43 56.67

    SPAN 5X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN-m kN-m kN-m kN-m kN-m kN-m kN-m

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    20

    0.00 0.00 -185.59 -256.16 0.00 -309.12 -38.26 511.80 60.040.05 0.30 -137.08 -190.04 0.00 -247.57 -38.23 495.09 60.810.10 0.60 -95.88 -125.76 0.00 -191.14 -8.52 443.45 61.580.15 0.90 -61.98 -63.33 0.00 -139.85 19.34 378.71 62.350.20 1.20 -34.66 -2.75 0.00 -93.69 42.08 48.31 63.120.25 1.50 -11.54 7.98 0.00 -70.50 59.68 1.03 63.890.30 1.80 7.55 16.87 0.00 -69.76 78.42 -37.51 64.660.35 2.10 22.61 23.91 0.00 -69.02 96.76 -67.31 65.430.40 2.40 33.65 29.11 0.00 -68.28 109.96 -88.38 66.200.45 2.70 40.66 32.46 0.00 -67.54 118.04 -100.72 66.970.50 3.00 43.65 33.96 0.00 -66.80 120.98 -104.31 67.740.55 3.30 42.61 33.61 0.00 -66.06 118.79 -99.18 68.510.60 3.60 37.54 31.42 0.00 -65.32 111.48 -85.31 69.280.65 3.90 28.45 27.38 0.00 -64.57 99.03 -62.70 70.050.70 4.20 15.33 21.50 0.00 -63.83 85.76 -31.36 70.820.75 4.50 -1.81 13.76 0.00 -63.10 75.49 8.71 71.590.80 4.80 -22.98 4.19 0.00 -85.24 60.09 57.52 72.360.85 5.10 -48.36 -39.24 0.00 -129.20 39.56 409.69 73.130.90 5.40 -80.31 -100.51 0.00 -178.28 13.90 480.64 73.900.95 5.70 -119.57 -163.63 0.00 -232.50 -16.88 536.62 74.671.00 6.00 -166.13 -228.60 0.00 -291.84 -37.60 555.79 75.44

    SPAN 6X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN-m kN-m kN-m kN-m kN-m kN-m kN-m0.00 0.00 -160.21 -221.13 0.00 -289.31 -5.54 556.52 76.180.05 0.30 -115.88 -160.77 0.00 -230.92 -10.89 538.70 77.320.10 0.60 -78.86 -102.26 0.00 -177.66 -4.79 482.96 78.470.15 0.90 -49.13 -45.59 0.00 -129.53 22.01 412.99 79.610.20 1.20 -25.99 9.22 0.00 -86.53 43.69 54.40 80.760.25 1.50 -7.04 14.19 0.00 -68.59 60.23 3.40 81.900.30 1.80 7.87 17.32 0.00 -69.84 78.87 -38.12 83.050.35 2.10 18.76 18.60 0.00 -71.09 94.39 -70.16 84.200.40 2.40 25.62 18.03 0.00 -72.33 104.78 -92.72 85.340.45 2.70 28.45 15.61 0.00 -73.58 110.03 -105.80 86.490.50 3.00 27.26 11.35 0.00 -74.83 110.16 -109.40 87.640.55 3.30 22.05 5.24 0.00 -76.07 105.16 -103.51 88.780.60 3.60 12.81 -2.72 0.00 -77.32 95.02 -88.15 89.930.65 3.90 -0.46 -12.52 0.00 -78.57 79.76 -63.30 91.070.70 4.20 -17.76 -24.17 0.00 -80.47 61.30 -28.97 92.220.75 4.50 -39.08 -37.67 0.00 -85.82 47.87 14.84 93.360.80 4.80 -64.42 -53.02 0.00 -96.36 29.31 68.13 94.510.85 5.10 -93.98 -102.21 0.00 -141.38 5.61 438.20 95.660.90 5.40 -130.11 -169.24 0.00 -191.53 -23.21 510.45 96.800.95 5.70 -173.54 -238.13 0.00 -246.80 -57.16 568.48 97.951.00 6.00 -224.27 -308.86 0.00 -307.21 -87.30 588.59 99.10

    SPAN 7X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN-m kN-m kN-m kN-m kN-m kN-m kN-m0.00 0.00 -241.17 -332.88 0.00 -311.03 -65.68 592.27 102.780.05 0.30 -184.07 -254.89 0.00 -249.19 -61.58 570.53 99.640.10 0.60 -134.27 -178.74 0.00 -192.47 -57.47 511.60 96.490.15 0.90 -91.77 -104.44 0.00 -140.88 -18.95 437.96 93.350.20 1.20 -55.85 -31.99 0.00 -94.43 18.12 75.71 90.200.25 1.50 -24.13 -9.39 0.00 -80.08 50.06 23.12 87.060.30 1.80 3.56 11.37 0.00 -72.79 76.87 -20.49 83.920.35 2.10 27.22 30.28 0.00 -65.51 98.55 -55.10 80.770.40 2.40 46.86 47.34 0.00 -58.22 115.10 -80.72 77.630.45 2.70 62.47 62.56 0.00 -50.93 126.52 -97.36 74.480.50 3.00 74.06 75.93 0.00 -43.65 132.81 -105.00 71.340.55 3.30 81.62 87.46 0.00 -36.36 133.97 -105.89 68.200.60 3.60 85.15 97.13 0.00 -29.07 130.01 -102.30 65.050.65 3.90 84.66 104.96 0.00 -21.79 120.91 -94.20 61.910.70 4.20 80.14 110.94 0.00 -14.50 106.68 -81.61 58.760.75 4.50 71.60 115.08 0.00 -7.21 87.32 -64.53 55.62

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    21

    0.80 4.80 59.02 117.37 0.00 0.04 62.92 -42.95 52.480.85 5.10 42.25 85.81 0.00 4.15 42.69 267.82 49.330.90 5.40 18.89 36.41 0.00 -1.54 17.33 298.39 46.190.95 5.70 -11.76 -14.84 0.00 -41.42 21.94 322.22 43.041.00 6.00 -49.72 -67.94 0.00 -86.43 29.22 328.06 39.90

    24 - DETAILED SHEARS

    SPAN 1X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN kN kN kN kN kN kN0.00 0.00 -138.70 -175.09 0.00 24.29 -158.58 37.54 -10.480.05 0.30 -114.36 -168.93 0.00 24.29 -141.48 97.48 -10.480.10 0.60 -90.02 -162.78 0.00 24.29 -124.38 157.42 -10.480.15 0.90 -65.67 -156.62 0.00 24.29 -107.28 142.44 -10.480.20 1.20 -48.61 9.53 0.00 24.29 -90.18 127.45 -10.480.25 1.50 -35.19 15.69 0.00 24.29 -73.08 112.47 -10.480.30 1.80 -21.77 21.85 0.00 24.29 -55.98 97.48 -10.480.35 2.10 -8.35 28.00 0.00 24.29 -38.88 82.50 -10.480.40 2.40 5.07 34.16 0.00 24.29 -21.78 67.51 -10.480.45 2.70 18.49 40.31 0.00 26.61 -4.68 52.53 -10.480.50 3.00 31.91 46.47 0.00 43.71 0.00 37.54 -10.480.55 3.30 45.33 52.63 0.00 60.81 0.00 7.57 -10.480.60 3.60 58.75 58.78 0.00 77.91 0.00 -22.40 -10.480.65 3.90 72.17 64.94 0.00 95.01 0.00 -52.37 -10.480.70 4.20 85.59 71.09 0.00 112.11 0.00 -82.33 -10.480.75 4.50 99.01 77.25 0.00 129.21 0.00 -112.30 -10.480.80 4.80 112.43 83.41 0.00 146.31 0.00 -158.62 -10.480.85 5.10 129.49 249.56 0.00 163.41 0.00 -184.50 -10.480.90 5.40 153.83 255.72 0.00 180.51 0.00 -210.39 -10.480.95 5.70 178.18 261.87 0.00 197.61 0.00 -86.42 -10.481.00 6.00 202.52 268.03 0.00 214.71 0.00 37.54 -10.48

    SPAN 2X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN kN kN kN kN kN kN0.00 0.00 -181.29 -233.70 0.00 0.00 -209.90 3.81 3.820.05 0.30 -156.95 -227.55 0.00 0.00 -192.80 130.23 3.820.10 0.60 -132.60 -221.39 0.00 0.00 -175.70 256.65 3.820.15 0.90 -108.26 -215.24 0.00 0.00 -158.60 225.05 3.820.20 1.20 -91.20 -49.08 0.00 0.00 -141.50 193.44 3.820.25 1.50 -77.78 -42.92 0.00 0.00 -124.40 161.84 3.820.30 1.80 -64.36 -36.77 0.00 0.00 -107.30 130.23 3.820.35 2.10 -50.94 -30.61 0.00 0.00 -90.21 98.63 3.820.40 2.40 -37.52 -24.46 0.00 0.00 -73.11 67.02 3.820.45 2.70 -24.10 -18.30 0.00 15.08 -56.01 35.42 3.820.50 3.00 -10.68 -12.15 0.00 32.18 -38.90 3.81 3.820.55 3.30 2.74 -5.99 0.00 49.28 -21.81 -27.79 3.820.60 3.60 16.16 0.17 0.00 66.38 -17.84 -59.39 3.820.65 3.90 29.58 6.32 0.00 83.48 -17.84 -91.00 3.820.70 4.20 43.00 12.48 0.00 100.58 -17.84 -122.60 3.820.75 4.50 56.42 18.64 0.00 117.68 -17.84 -154.21 3.820.80 4.80 69.84 24.79 0.00 134.78 -17.84 -185.81 3.820.85 5.10 86.90 190.95 0.00 151.88 -17.84 -217.42 3.820.90 5.40 111.25 197.10 0.00 168.98 -17.84 -249.02 3.820.95 5.70 135.59 203.26 0.00 186.08 -17.84 -122.60 3.821.00 6.00 159.93 209.42 0.00 203.18 -17.84 3.81 3.82

    SPAN 3X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN kN kN kN kN kN kN0.00 0.00 -167.37 -214.55 0.00 2.47 -206.37 2.56 2.570.05 0.30 -143.02 -208.39 0.00 2.47 -189.27 125.25 2.570.10 0.60 -118.68 -202.23 0.00 2.47 -172.17 247.93 2.57

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    22

    0.15 0.90 -94.34 -196.08 0.00 2.47 -155.07 225.04 2.570.20 1.20 -77.28 -29.92 0.00 2.47 -137.97 177.26 2.570.25 1.50 -63.86 -23.77 0.00 2.47 -120.87 148.14 2.570.30 1.80 -50.44 -17.61 0.00 2.47 -103.77 119.03 2.570.35 2.10 -37.02 -11.45 0.00 2.47 -86.67 89.91 2.570.40 2.40 -23.60 -5.30 0.00 8.52 -69.57 60.79 2.570.45 2.70 -10.18 0.86 0.00 25.62 -52.47 31.68 2.570.50 3.00 3.24 7.01 0.00 42.72 -35.37 2.56 2.570.55 3.30 16.66 13.17 0.00 59.82 -18.27 -26.56 2.570.60 3.60 30.08 19.33 0.00 76.92 -1.17 -55.67 2.570.65 3.90 43.50 25.48 0.00 94.02 0.00 -84.79 2.570.70 4.20 56.92 31.64 0.00 111.12 0.00 -113.91 2.570.75 4.50 70.34 37.79 0.00 128.22 0.00 -143.02 2.570.80 4.80 83.76 43.95 0.00 145.32 0.00 -172.14 2.570.85 5.10 100.82 210.11 0.00 162.42 0.00 -201.26 2.570.90 5.40 125.17 216.26 0.00 179.52 0.00 -230.37 2.570.95 5.70 149.51 222.42 0.00 196.62 0.00 -113.91 2.571.00 6.00 173.85 228.57 0.00 213.72 0.00 2.56 2.57

    SPAN 4X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN kN kN kN kN kN kN0.00 0.00 -170.61 -219.00 0.00 0.00 -209.54 0.00 0.000.05 0.30 -146.27 -212.85 0.00 0.00 -192.44 112.97 0.000.10 0.60 -121.92 -206.69 0.00 0.00 -175.34 225.94 0.000.15 0.90 -97.58 -200.54 0.00 0.00 -158.24 204.98 0.000.20 1.20 -80.52 -34.38 0.00 0.00 -141.14 160.72 0.000.25 1.50 -67.10 -28.22 0.00 0.00 -124.04 133.93 0.000.30 1.80 -53.68 -22.07 0.00 0.00 -106.94 107.14 0.000.35 2.10 -40.26 -15.91 0.00 0.00 -89.84 80.36 0.000.40 2.40 -26.84 -9.76 0.00 4.33 -72.74 53.57 0.000.45 2.70 -13.42 -3.60 0.00 21.43 -55.64 26.79 0.000.50 3.00 0.00 2.56 0.00 38.53 -38.54 0.00 0.000.55 3.30 13.42 8.71 0.00 55.63 -21.44 -26.78 0.000.60 3.60 26.84 14.87 0.00 72.74 -4.34 -53.57 0.000.65 3.90 40.26 21.02 0.00 89.83 0.00 -80.36 0.000.70 4.20 53.68 27.18 0.00 106.93 0.00 -107.14 0.000.75 4.50 67.10 33.34 0.00 124.03 0.00 -133.93 0.000.80 4.80 80.52 39.49 0.00 141.13 0.00 -184.02 0.000.85 5.10 97.58 205.65 0.00 158.23 0.00 -204.98 0.000.90 5.40 121.92 211.80 0.00 175.33 0.00 -225.94 0.000.95 5.70 146.27 217.96 0.00 192.43 0.00 -112.97 0.001.00 6.00 170.61 224.12 0.00 209.53 0.00 0.00 0.00

    SPAN 5X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN kN kN kN kN kN kN0.00 0.00 -173.85 -223.49 0.00 0.00 -213.72 -2.56 -2.570.05 0.30 -149.51 -217.33 0.00 0.00 -196.62 113.91 -2.570.10 0.60 -125.17 -211.17 0.00 0.00 -179.52 230.37 -2.570.15 0.90 -100.82 -205.02 0.00 0.00 -162.42 201.26 -2.570.20 1.20 -83.76 -38.86 0.00 0.00 -145.32 172.14 -2.570.25 1.50 -70.34 -32.71 0.00 0.00 -128.22 143.02 -2.570.30 1.80 -56.92 -26.55 0.00 0.00 -111.12 113.91 -2.570.35 2.10 -43.50 -20.40 0.00 0.00 -94.02 84.79 -2.570.40 2.40 -30.08 -14.24 0.00 1.17 -76.92 55.67 -2.570.45 2.70 -16.66 -8.08 0.00 18.27 -59.82 26.56 -2.570.50 3.00 -3.24 -1.93 0.00 35.37 -42.72 -2.56 -2.570.55 3.30 10.18 4.23 0.00 52.47 -25.62 -31.68 -2.570.60 3.60 23.60 10.39 0.00 69.57 -8.52 -60.79 -2.570.65 3.90 37.02 16.54 0.00 86.67 -2.47 -89.91 -2.570.70 4.20 50.44 22.70 0.00 103.77 -2.47 -119.03 -2.570.75 4.50 63.86 28.85 0.00 120.87 -2.47 -148.14 -2.570.80 4.80 77.28 35.01 0.00 137.97 -2.47 -202.14 -2.570.85 5.10 94.34 201.17 0.00 155.07 -2.47 -225.03 -2.570.90 5.40 118.68 207.32 0.00 172.17 -2.47 -247.93 -2.57

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    23

    0.95 5.70 143.02 213.48 0.00 189.27 -2.47 -125.25 -2.571.00 6.00 167.37 219.63 0.00 206.37 -2.47 -2.56 -2.57

    SPAN 6X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN kN kN kN kN kN kN0.00 0.00 -159.93 -204.27 0.00 17.84 -203.18 -3.81 -3.820.05 0.30 -135.59 -198.11 0.00 17.84 -186.08 122.60 -3.820.10 0.60 -111.25 -191.96 0.00 17.84 -168.98 249.02 -3.820.15 0.90 -86.90 -185.80 0.00 17.84 -151.88 217.42 -3.820.20 1.20 -69.84 -19.65 0.00 17.84 -134.78 185.81 -3.820.25 1.50 -56.42 -13.49 0.00 17.84 -117.68 154.21 -3.820.30 1.80 -43.00 -7.33 0.00 17.84 -100.58 122.60 -3.820.35 2.10 -29.58 -1.18 0.00 17.84 -83.48 91.00 -3.820.40 2.40 -16.16 4.98 0.00 17.84 -66.38 59.40 -3.820.45 2.70 -2.74 11.13 0.00 21.80 -49.28 27.79 -3.820.50 3.00 10.68 17.29 0.00 38.90 -32.18 -3.81 -3.820.55 3.30 24.10 23.44 0.00 56.00 -15.08 -35.42 -3.820.60 3.60 37.52 29.60 0.00 73.10 0.00 -67.02 -3.820.65 3.90 50.94 35.76 0.00 90.20 0.00 -98.63 -3.820.70 4.20 64.36 41.91 0.00 107.30 0.00 -130.23 -3.820.75 4.50 77.78 48.07 0.00 124.40 0.00 -161.83 -3.820.80 4.80 91.20 54.22 0.00 141.50 0.00 -193.44 -3.820.85 5.10 108.26 220.38 0.00 158.60 0.00 -225.04 -3.820.90 5.40 132.60 226.54 0.00 175.70 0.00 -256.65 -3.820.95 5.70 156.94 232.69 0.00 192.80 0.00 -130.23 -3.821.00 6.00 181.29 238.85 0.00 209.90 0.00 -3.81 -3.82

    SPAN 7X/L X SW SDL XL LL Min LL Max PT Secondary

    m kN kN kN kN kN kN kN0.00 0.00 -202.52 -263.05 0.00 0.00 -214.71 -37.54 10.480.05 0.30 -178.18 -256.89 0.00 0.00 -197.61 86.42 10.480.10 0.60 -153.83 -250.74 0.00 0.00 -180.51 210.39 10.480.15 0.90 -129.49 -244.58 0.00 0.00 -163.41 184.50 10.480.20 1.20 -112.43 -78.43 0.00 0.00 -146.31 142.27 10.480.25 1.50 -99.01 -72.27 0.00 0.00 -129.21 112.30 10.480.30 1.80 -85.59 -66.11 0.00 0.00 -112.11 82.33 10.480.35 2.10 -72.17 -59.96 0.00 0.00 -95.01 52.37 10.480.40 2.40 -58.75 -53.80 0.00 0.00 -77.91 22.40 10.480.45 2.70 -45.33 -47.65 0.00 0.00 -60.81 -7.57 10.480.50 3.00 -31.91 -41.49 0.00 0.00 -43.71 -37.54 10.480.55 3.30 -18.49 -35.33 0.00 4.68 -26.61 -52.53 10.480.60 3.60 -5.07 -29.18 0.00 21.78 -24.29 -67.51 10.480.65 3.90 8.35 -23.02 0.00 38.88 -24.29 -82.50 10.480.70 4.20 21.77 -16.87 0.00 55.98 -24.29 -97.48 10.480.75 4.50 35.19 -10.71 0.00 73.08 -24.29 -112.47 10.480.80 4.80 48.61 -4.55 0.00 90.18 -24.29 -127.45 10.480.85 5.10 65.67 161.60 0.00 107.28 -24.29 -142.44 10.480.90 5.40 90.02 167.76 0.00 124.38 -24.29 -157.42 10.480.95 5.70 114.36 173.91 0.00 141.48 -24.29 -97.48 10.481.00 6.00 138.70 180.07 0.00 158.58 -24.29 -37.54 10.48

    25 - FACTORED MOMENTS AND REACTIONS

    Load Combination: 1.40SW + 1.60LL + 1.40SDL + 1.60XL + 1.00SEC

    Factored Design Moments (Not Redistributed)Span Left

    MaxLeftMin

    MiddleMax

    MiddleMin

    RightMax

    RightMin

    kN-m kN-m kN-m kN-m kN-m kN-m1 -112.41 9.11 493.65 211.30 -980.18 -657.642 -939.92 -628.00 318.02 22.03 -735.24 -358.533 -757.10 -402.68 369.96 69.52 -853.56 -494.744 -850.16 -499.15 329.03 27.55 -847.67 -496.66

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    24

    5 -856.24 -497.42 369.96 69.52 -754.45 -400.026 -737.77 -361.05 317.95 21.97 -937.54 -625.627 -982.98 -660.42 493.82 211.49 -109.16 12.36

    Reactions and Column MomentsJoint Reaction

    MaxReaction

    MinMomentLower

    Column Max

    MomentLower

    Column Min

    MomentUpper

    Column Max

    MomentUpper

    Column MinkN kN kN-m kN-m kN-m kN-m

    1 703.56 410.94 -41.99 -139.41 -37.76 -125.412 1904.76 1469.40 89.20 -18.51 80.24 -16.663 1708.27 1229.71 41.44 -69.71 37.29 -62.714 1788.78 1323.66 59.59 -52.61 53.62 -47.335 1788.78 1323.66 51.58 -60.61 46.41 -54.546 1708.13 1229.57 68.70 -42.45 61.80 -38.207 1905.04 1469.68 17.44 -90.28 15.69 -81.228 710.56 417.94 138.53 41.12 124.61 36.98

    Note: Moments are reported at face of support

    27 - DETAILED STRESSES

    SPAN 1X/L X SW

    TopSWBot

    SDLTop

    SDLBot

    XLTop

    XLBot

    LL TopMax-T

    LL TopMax-C

    LL BotMax-T

    LL BotMax-C

    PTTop

    PTBot

    m MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa0.00 0.000.05 0.30 0.04 -0.05 0.06 -0.07 0.00 0.00 0.14 -0.07 0.09 -0.16 -1.86 0.500.10 0.60 -0.06 0.07 -0.11 0.13 0.00 0.00 0.01 -0.06 0.07 -0.01 -1.78 0.400.15 0.90 -0.14 0.17 -0.27 0.31 0.00 0.00 -0.01 -0.15 0.17 0.02 -1.68 0.280.20 1.20 -0.81 0.81 -1.73 1.73 0.00 0.00 0.00 -0.86 0.86 0.00 -0.81 -1.980.25 1.50 -0.98 0.98 -1.68 1.68 0.00 0.00 0.10 -1.20 1.20 -0.10 -0.51 -2.280.30 1.80 -1.10 1.10 -1.60 1.60 0.00 0.00 0.20 -1.46 1.46 -0.20 -0.28 -2.520.35 2.10 -1.16 1.16 -1.50 1.50 0.00 0.00 0.30 -1.66 1.66 -0.30 -0.11 -2.690.40 2.40 -1.17 1.17 -1.37 1.37 0.00 0.00 0.40 -1.78 1.78 -0.40 0.00 -2.810.45 2.70 -1.12 1.12 -1.22 1.22 0.00 0.00 0.50 -1.84 1.84 -0.50 0.05 -2.860.50 3.00 -1.02 1.02 -1.04 1.04 0.00 0.00 0.60 -1.82 1.82 -0.60 0.03 -2.850.55 3.30 -0.86 0.86 -0.84 0.84 0.00 0.00 0.70 -1.73 1.73 -0.70 -0.08 -2.750.60 3.60 -0.64 0.64 -0.61 0.61 0.00 0.00 0.80 -1.58 1.58 -0.80 -0.31 -2.530.65 3.90 -0.37 0.37 -0.35 0.35 0.00 0.00 0.90 -1.35 1.35 -0.90 -0.67 -2.180.70 4.20 -0.05 0.05 -0.07 0.07 0.00 0.00 1.00 -1.05 1.05 -1.00 -1.15 -1.710.75 4.50 0.33 -0.33 0.23 -0.23 0.00 0.00 1.10 -0.69 0.69 -1.10 -1.76 -1.120.80 4.80 0.77 -0.77 0.56 -0.56 0.00 0.00 1.29 -0.25 0.25 -1.29 -2.48 -0.410.85 5.10 0.31 -0.36 0.34 -0.39 0.00 0.00 0.48 0.06 -0.07 -0.55 -2.29 0.920.90 5.40 0.46 -0.53 0.59 -0.69 0.00 0.00 0.65 0.20 -0.23 -0.76 -2.54 1.210.95 5.70 0.63 -0.72 0.86 -0.99 0.00 0.00 0.85 0.21 -0.24 -0.98 -2.74 1.441.00 6.00

    X/L X InitialTop

    Max-T

    InitialTop

    Max-C

    InitialBot

    Max-T

    InitialBot

    Max-C

    Env-1Top

    Max-T

    Env-1Top

    Max-C

    Env-1Bot

    Max-T

    Env-1Bot

    Max-Cm MPa MPa MPa MPa MPa MPa MPa MPa

    0.00 0.000.05 0.30 ----- -2.10 0.53 ----- ----- -1.83 0.47 -----0.10 0.60 ----- -2.11 0.54 ----- ----- -2.01 0.67 -----0.15 0.90 ----- -2.08 0.49 ----- ----- -2.24 0.93 -----0.20 1.20 ----- -1.74 ----- -1.47 ----- -4.21 1.42 -----0.25 1.50 ----- -1.57 ----- -1.64 ----- -4.37 1.57 -----0.30 1.80 ----- -1.42 ----- -1.80 ----- -4.44 1.64 -0.020.35 2.10 ----- -1.29 ----- -1.94 ----- -4.43 1.62 -0.330.40 2.40 ----- -1.17 ----- -2.06 ----- -4.32 1.51 -0.670.45 2.70 ----- -1.07 ----- -2.17 ----- -4.13 1.32 -1.020.50 3.00 ----- -0.98 ----- -2.26 ----- -3.84 1.03 -1.390.55 3.30 ----- -0.95 ----- -2.30 ----- -3.50 0.68 -1.750.60 3.60 ----- -1.00 ----- -2.26 ----- -3.14 0.30 -2.070.65 3.90 ----- -1.14 ----- -2.13 ----- -2.75 ----- -2.35

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    25

    0.70 4.20 ----- -1.37 ----- -1.92 ----- -2.33 ----- -2.590.75 4.50 ----- -1.69 ----- -1.62 ----- -1.88 ----- -2.780.80 4.80 ----- -2.09 ----- -1.23 0.14 -1.40 ----- -3.030.85 5.10 ----- -2.32 0.70 ----- ----- -1.57 0.10 -0.380.90 5.40 ----- -2.46 0.86 ----- ----- -1.29 ----- -0.760.95 5.70 ----- -2.53 0.93 ----- ----- -1.05 ----- -1.251.00 6.00

    SPAN 2X/L X SW

    TopSWBot

    SDLTop

    SDLBot

    XLTop

    XLBot

    LL TopMax-T

    LL TopMax-C

    LL BotMax-T

    LL BotMax-C

    PTTop

    PTBot

    m MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa0.00 0.000.05 0.30 0.59 -0.68 0.82 -0.94 0.00 0.00 0.84 0.19 -0.22 -0.97 -2.75 1.410.10 0.60 0.44 -0.51 0.59 -0.68 0.00 0.00 0.65 0.08 -0.09 -0.75 -2.56 1.170.15 0.90 0.32 -0.37 0.37 -0.42 0.00 0.00 0.48 -0.02 0.02 -0.55 -2.32 0.890.20 1.20 0.88 -0.88 0.60 -0.60 0.00 0.00 1.32 -0.40 0.40 -1.32 -2.45 -0.580.25 1.50 0.54 -0.54 0.41 -0.41 0.00 0.00 1.18 -0.66 0.66 -1.18 -1.72 -1.320.30 1.80 0.24 -0.24 0.25 -0.25 0.00 0.00 1.10 -0.84 0.84 -1.10 -1.11 -1.910.35 2.10 0.01 -0.01 0.11 -0.11 0.00 0.00 1.08 -1.09 1.09 -1.08 -0.64 -2.370.40 2.40 -0.18 0.18 -0.01 0.01 0.00 0.00 1.06 -1.30 1.30 -1.06 -0.29 -2.710.45 2.70 -0.30 0.30 -0.09 0.09 0.00 0.00 1.04 -1.44 1.44 -1.04 -0.07 -2.910.50 3.00 -0.37 0.37 -0.16 0.16 0.00 0.00 1.03 -1.51 1.51 -1.03 0.01 -2.980.55 3.30 -0.39 0.39 -0.19 0.19 0.00 0.00 1.01 -1.51 1.51 -1.01 -0.03 -2.930.60 3.60 -0.35 0.35 -0.21 0.21 0.00 0.00 0.99 -1.44 1.44 -0.99 -0.21 -2.750.65 3.90 -0.26 0.26 -0.19 0.19 0.00 0.00 0.97 -1.29 1.29 -0.97 -0.52 -2.440.70 4.20 -0.11 0.11 -0.15 0.15 0.00 0.00 0.96 -1.08 1.08 -0.96 -0.95 -2.000.75 4.50 0.10 -0.10 -0.09 0.09 0.00 0.00 0.94 -0.83 0.83 -0.94 -1.52 -1.430.80 4.80 0.36 -0.36 0.00 0.00 0.00 0.00 1.19 -0.60 0.60 -1.19 -2.22 -0.720.85 5.10 0.17 -0.19 0.14 -0.16 0.00 0.00 0.44 -0.07 0.09 -0.51 -2.21 0.810.90 5.40 0.27 -0.31 0.34 -0.39 0.00 0.00 0.60 0.02 -0.02 -0.70 -2.45 1.090.95 5.70 0.39 -0.45 0.54 -0.62 0.00 0.00 0.79 0.04 -0.04 -0.91 -2.63 1.321.00 6.00

    X/L X InitialTop

    Max-T

    InitialTop

    Max-C

    InitialBot

    Max-T

    InitialBot

    Max-C

    Env-1Top

    Max-T

    Env-1Top

    Max-C

    Env-1Bot

    Max-T

    Env-1Bot

    Max-Cm MPa MPa MPa MPa MPa MPa MPa MPa

    0.00 0.000.05 0.30 ----- -2.57 0.94 ----- ----- -1.15 ----- -1.180.10 0.60 ----- -2.51 0.84 ----- ----- -1.45 ----- -0.770.15 0.90 ----- -2.35 0.65 ----- ----- -1.66 0.12 -0.460.20 1.20 ----- -1.93 ----- -1.55 0.35 -1.37 ----- -3.390.25 1.50 ----- -1.45 ----- -2.05 0.40 -1.43 ----- -3.440.30 1.80 ----- -1.04 ----- -2.44 0.48 -1.47 ----- -3.500.35 2.10 ----- -0.73 ----- -2.73 0.55 -1.62 ----- -3.560.40 2.40 ----- -0.51 ----- -2.94 0.59 -1.77 ----- -3.580.45 2.70 ----- -0.38 ----- -3.04 0.57 -1.91 ----- -3.560.50 3.00 ----- -0.36 ----- -3.06 0.51 -2.03 ----- -3.480.55 3.30 ----- -0.43 ----- -2.98 0.39 -2.12 ----- -3.360.60 3.60 ----- -0.59 ----- -2.81 0.23 -2.20 ----- -3.190.65 3.90 ----- -0.85 ----- -2.55 0.01 -2.26 ----- -2.970.70 4.20 ----- -1.21 ----- -2.19 ----- -2.30 ----- -2.700.75 4.50 ----- -1.65 ----- -1.74 ----- -2.34 ----- -2.380.80 4.80 ----- -2.19 ----- -1.19 ----- -2.46 ----- -2.270.85 5.10 ----- -2.38 0.74 ----- ----- -1.98 0.55 -0.050.90 5.40 ----- -2.54 0.95 ----- ----- -1.83 0.38 -0.300.95 5.70 ----- -2.63 1.06 ----- ----- -1.66 0.20 -0.671.00 6.00

    SPAN 3X/L X SW

    TopSWBot

    SDLTop

    SDLBot

    XLTop

    XLBot

    LL TopMax-T

    LL TopMax-C

    LL BotMax-T

    LL BotMax-C

    PTTop

    PTBot

    m MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa0.00 0.000.05 0.30 0.41 -0.47 0.56 -0.65 0.00 0.00 0.79 0.06 -0.07 -0.91 -2.61 1.32

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    26

    0.10 0.60 0.27 -0.32 0.35 -0.41 0.00 0.00 0.61 -0.05 0.05 -0.70 -2.41 1.110.15 0.90 0.16 -0.19 0.15 -0.17 0.00 0.00 0.44 -0.13 0.16 -0.51 -2.17 0.830.20 1.20 0.31 -0.31 -0.18 0.18 0.00 0.00 1.17 -0.82 0.82 -1.17 -2.19 -0.620.25 1.50 0.02 -0.02 -0.29 0.29 0.00 0.00 0.86 -1.03 1.03 -0.86 -1.52 -1.280.30 1.80 -0.21 0.21 -0.38 0.38 0.00 0.00 0.87 -1.18 1.18 -0.87 -0.96 -1.820.35 2.10 -0.39 0.39 -0.44 0.44 0.00 0.00 0.89 -1.36 1.36 -0.89 -0.53 -2.250.40 2.40 -0.51 0.51 -0.47 0.47 0.00 0.00 0.90 -1.53 1.53 -0.90 -0.21 -2.550.45 2.70 -0.58 0.58 -0.48 0.48 0.00 0.00 0.91 -1.63 1.63 -0.91 -0.01 -2.730.50 3.00 -0.60 0.60 -0.47 0.47 0.00 0.00 0.92 -1.66 1.66 -0.92 0.06 -2.800.55 3.30 -0.56 0.56 -0.42 0.42 0.00 0.00 0.93 -1.62 1.62 -0.93 0.02 -2.740.60 3.60 -0.46 0.46 -0.36 0.36 0.00 0.00 0.94 -1.51 1.51 -0.94 -0.15 -2.570.65 3.90 -0.31 0.31 -0.26 0.26 0.00 0.00 0.95 -1.33 1.33 -0.95 -0.44 -2.280.70 4.20 -0.10 0.10 -0.15 0.15 0.00 0.00 0.96 -1.07 1.07 -0.96 -0.84 -1.870.75 4.50 0.16 -0.16 0.00 0.00 0.00 0.00 0.97 -0.82 0.82 -0.97 -1.37 -1.340.80 4.80 0.47 -0.47 0.16 -0.16 0.00 0.00 1.28 -0.58 0.58 -1.28 -2.01 -0.690.85 5.10 0.21 -0.24 0.20 -0.23 0.00 0.00 0.48 -0.07 0.08 -0.55 -2.03 0.740.90 5.40 0.33 -0.38 0.41 -0.48 0.00 0.00 0.65 0.03 -0.03 -0.75 -2.25 1.000.95 5.70 0.47 -0.54 0.64 -0.74 0.00 0.00 0.84 0.13 -0.15 -0.97 -2.42 1.211.00 6.00

    X/L X InitialTop

    Max-T

    InitialTop

    Max-C

    InitialBot

    Max-T

    InitialBot

    Max-C

    Env-1Top

    Max-T

    Env-1Top

    Max-C

    Env-1Bot

    Max-T

    Env-1Bot

    Max-Cm MPa MPa MPa MPa MPa MPa MPa MPa

    0.00 0.000.05 0.30 ----- -2.59 1.05 ----- ----- -1.58 0.14 -0.710.10 0.60 ----- -2.50 0.96 ----- ----- -1.83 0.44 -0.310.15 0.90 ----- -2.33 0.77 ----- ----- -1.99 0.62 -0.040.20 1.20 ----- -2.21 ----- -1.02 ----- -2.88 0.07 -1.920.25 1.50 ----- -1.72 ----- -1.50 ----- -2.82 0.02 -1.880.30 1.80 ----- -1.32 ----- -1.89 ----- -2.73 ----- -2.110.35 2.10 ----- -1.00 ----- -2.19 ----- -2.71 ----- -2.300.40 2.40 ----- -0.76 ----- -2.42 ----- -2.73 ----- -2.460.45 2.70 ----- -0.60 ----- -2.56 ----- -2.71 ----- -2.570.50 3.00 ----- -0.53 ----- -2.62 ----- -2.66 ----- -2.650.55 3.30 ----- -0.54 ----- -2.60 ----- -2.58 ----- -2.690.60 3.60 ----- -0.63 ----- -2.50 ----- -2.47 ----- -2.690.65 3.90 ----- -0.81 ----- -2.32 ----- -2.34 ----- -2.650.70 4.20 ----- -1.07 ----- -2.05 ----- -2.17 ----- -2.580.75 4.50 ----- -1.42 ----- -1.70 ----- -2.03 ----- -2.460.80 4.80 ----- -1.84 ----- -1.27 ----- -1.95 ----- -2.610.85 5.10 ----- -2.13 0.61 ----- ----- -1.69 0.35 -0.280.90 5.40 ----- -2.26 0.77 ----- ----- -1.48 0.11 -0.600.95 5.70 ----- -2.31 0.85 ----- ----- -1.18 ----- -1.041.00 6.00

    SPAN 4X/L X SW

    TopSWBot

    SDLTop

    SDLBot

    XLTop

    XLBot

    LL TopMax-T

    LL TopMax-C

    LL BotMax-T

    LL BotMax-C

    PTTop

    PTBot

    m MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa0.00 0.000.05 0.30 0.46 -0.53 0.64 -0.74 0.00 0.00 0.83 0.13 -0.15 -0.96 -2.39 1.210.10 0.60 0.32 -0.37 0.42 -0.49 0.00 0.00 0.65 0.02 -0.02 -0.75 -2.21 1.010.15 0.90 0.21 -0.24 0.22 -0.25 0.00 0.00 0.48 -0.07 0.08 -0.55 -1.99 0.760.20 1.20 0.49 -0.49 0.06 -0.06 0.00 0.00 1.31 -0.59 0.59 -1.31 -2.01 -0.570.25 1.50 0.19 -0.19 -0.07 0.07 0.00 0.00 0.98 -0.82 0.82 -0.98 -1.40 -1.170.30 1.80 -0.06 0.06 -0.17 0.17 0.00 0.00 0.98 -1.04 1.04 -0.98 -0.90 -1.660.35 2.10 -0.25 0.25 -0.25 0.25 0.00 0.00 0.98 -1.29 1.29 -0.98 -0.51 -2.040.40 2.40 -0.39 0.39 -0.30 0.30 0.00 0.00 0.98 -1.47 1.47 -0.98 -0.22 -2.310.45 2.70 -0.47 0.47 -0.33 0.33 0.00 0.00 0.98 -1.57 1.57 -0.98 -0.05 -2.470.50 3.00 -0.50 0.50 -0.33 0.33 0.00 0.00 0.98 -1.61 1.61 -0.98 0.00 -2.520.55 3.30 -0.47 0.47 -0.31 0.31 0.00 0.00 0.98 -1.57 1.57 -0.98 -0.05 -2.470.60 3.60 -0.39 0.39 -0.26 0.26 0.00 0.00 0.98 -1.47 1.47 -0.98 -0.22 -2.310.65 3.90 -0.25 0.25 -0.18 0.18 0.00 0.00 0.98 -1.29 1.29 -0.98 -0.51 -2.040.70 4.20 -0.06 0.06 -0.09 0.09 0.00 0.00 0.98 -1.04 1.04 -0.98 -0.90 -1.660.75 4.50 0.19 -0.19 0.04 -0.04 0.00 0.00 0.98 -0.82 0.82 -0.98 -1.40 -1.17

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    27

    0.80 4.80 0.49 -0.49 0.19 -0.19 0.00 0.00 1.31 -0.59 0.59 -1.31 -2.01 -0.570.85 5.10 0.21 -0.24 0.20 -0.23 0.00 0.00 0.48 -0.07 0.08 -0.55 -1.99 0.760.90 5.40 0.32 -0.37 0.41 -0.48 0.00 0.00 0.65 0.02 -0.02 -0.75 -2.21 1.010.95 5.70 0.46 -0.53 0.63 -0.73 0.00 0.00 0.83 0.13 -0.15 -0.96 -2.39 1.211.00 6.00

    X/L X InitialTop

    Max-T

    InitialTop

    Max-C

    InitialBot

    Max-T

    InitialBot

    Max-C

    Env-1Top

    Max-T

    Env-1Top

    Max-C

    Env-1Bot

    Max-T

    Env-1Bot

    Max-Cm MPa MPa MPa MPa MPa MPa MPa MPa

    0.00 0.000.05 0.30 ----- -2.29 0.86 ----- ----- -1.16 ----- -1.020.10 0.60 ----- -2.22 0.79 ----- ----- -1.45 0.13 -0.600.15 0.90 ----- -2.08 0.63 ----- ----- -1.64 0.35 -0.280.20 1.20 ----- -1.82 ----- -1.15 ----- -2.05 ----- -2.430.25 1.50 ----- -1.42 ----- -1.54 ----- -2.10 ----- -2.270.30 1.80 ----- -1.09 ----- -1.85 ----- -2.17 ----- -2.410.35 2.10 ----- -0.83 ----- -2.10 ----- -2.30 ----- -2.520.40 2.40 ----- -0.65 ----- -2.27 0.06 -2.38 ----- -2.600.45 2.70 ----- -0.53 ----- -2.37 0.12 -2.43 ----- -2.650.50 3.00 ----- -0.49 ----- -2.40 0.15 -2.43 ----- -2.670.55 3.30 ----- -0.53 ----- -2.37 0.14 -2.40 ----- -2.670.60 3.60 ----- -0.65 ----- -2.27 0.10 -2.34 ----- -2.640.65 3.90 ----- -0.83 ----- -2.10 0.03 -2.23 ----- -2.580.70 4.20 ----- -1.09 ----- -1.85 ----- -2.09 ----- -2.490.75 4.50 ----- -1.42 ----- -1.54 ----- -1.99 ----- -2.380.80 4.80 ----- -1.82 ----- -1.15 ----- -1.92 ----- -2.560.85 5.10 ----- -2.08 0.63 ----- ----- -1.65 0.37 -0.260.90 5.40 ----- -2.22 0.79 ----- ----- -1.46 0.14 -0.580.95 5.70 ----- -2.29 0.86 ----- ----- -1.17 ----- -1.011.00 6.00

    SPAN 5X/L X SW

    TopSWBot

    SDLTop

    SDLBot

    XLTop

    XLBot

    LL TopMax-T

    LL TopMax-C

    LL BotMax-T

    LL BotMax-C

    PTTop

    PTBot

    m MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa0.00 0.000.05 0.30 0.47 -0.54 0.65 -0.75 0.00 0.00 0.84 0.13 -0.15 -0.97 -2.42 1.210.10 0.60 0.33 -0.38 0.43 -0.49 0.00 0.00 0.65 0.03 -0.03 -0.75 -2.25 1.000.15 0.90 0.21 -0.24 0.22 -0.25 0.00 0.00 0.48 -0.07 0.08 -0.55 -2.03 0.740.20 1.20 0.48 -0.48 0.04 -0.04 0.00 0.00 1.28 -0.58 0.58 -1.28 -2.01 -0.690.25 1.50 0.16 -0.16 -0.11 0.11 0.00 0.00 0.97 -0.82 0.82 -0.97 -1.37 -1.340.30 1.80 -0.10 0.10 -0.23 0.23 0.00 0.00 0.96 -1.07 1.07 -0.96 -0.84 -1.870.35 2.10 -0.31 0.31 -0.33 0.33 0.00 0.00 0.95 -1.33 1.33 -0.95 -0.44 -2.280.40 2.40 -0.46 0.46 -0.40 0.40 0.00 0.00 0.94 -1.51 1.51 -0.94 -0.15 -2.570.45 2.70 -0.56 0.56 -0.44 0.44 0.00 0.00 0.93 -1.62 1.62 -0.93 0.02 -2.740.50 3.00 -0.60 0.60 -0.47 0.47 0.00 0.00 0.92 -1.66 1.66 -0.92 0.06 -2.800.55 3.30 -0.58 0.58 -0.46 0.46 0.00 0.00 0.91 -1.63 1.63 -0.91 -0.01 -2.730.60 3.60 -0.51 0.51 -0.43 0.43 0.00 0.00 0.90 -1.53 1.53 -0.90 -0.21 -2.550.65 3.90 -0.39 0.39 -0.38 0.38 0.00 0.00 0.89 -1.36 1.36 -0.89 -0.53 -2.250.70 4.20 -0.21 0.21 -0.29 0.29 0.00 0.00 0.87 -1.18 1.18 -0.87 -0.96 -1.820.75 4.50 0.02 -0.02 -0.19 0.19 0.00 0.00 0.86 -1.03 1.03 -0.86 -1.52 -1.280.80 4.80 0.31 -0.31 -0.06 0.06 0.00 0.00 1.17 -0.82 0.82 -1.17 -2.19 -0.620.85 5.10 0.16 -0.19 0.13 -0.15 0.00 0.00 0.44 -0.13 0.16 -0.51 -2.17 0.830.90 5.40 0.27 -0.32 0.34 -0.39 0.00 0.00 0.61 -0.05 0.05 -0.70 -2.41 1.110.95 5.70 0.41 -0.47 0.56 -0.64 0.00 0.00 0.79 0.06 -0.07 -0.91 -2.61 1.321.00 6.00

    X/L X InitialTop

    Max-T

    InitialTop

    Max-C

    InitialBot

    Max-T

    InitialBot

    Max-C

    Env-1Top

    Max-T

    Env-1Top

    Max-C

    Env-1Bot

    Max-T

    Env-1Bot

    Max-Cm MPa MPa MPa MPa MPa MPa MPa MPa

    0.00 0.000.05 0.30 ----- -2.31 0.85 ----- ----- -1.18 ----- -1.050.10 0.60 ----- -2.26 0.77 ----- ----- -1.46 0.10 -0.620.15 0.90 ----- -2.13 0.61 ----- ----- -1.67 0.33 -0.30

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    28

    0.20 1.20 ----- -1.84 ----- -1.27 ----- -2.08 ----- -2.490.25 1.50 ----- -1.42 ----- -1.70 ----- -2.14 ----- -2.360.30 1.80 ----- -1.07 ----- -2.05 ----- -2.25 ----- -2.490.35 2.10 ----- -0.81 ----- -2.32 ----- -2.40 ----- -2.590.40 2.40 ----- -0.63 ----- -2.50 ----- -2.52 ----- -2.650.45 2.70 ----- -0.54 ----- -2.60 ----- -2.60 ----- -2.670.50 3.00 ----- -0.53 ----- -2.62 ----- -2.66 ----- -2.650.55 3.30 ----- -0.60 ----- -2.56 ----- -2.69 ----- -2.590.60 3.60 ----- -0.76 ----- -2.42 ----- -2.68 ----- -2.500.65 3.90 ----- -1.00 ----- -2.19 ----- -2.65 ----- -2.370.70 4.20 ----- -1.32 ----- -1.89 ----- -2.64 ----- -2.190.75 4.50 ----- -1.72 ----- -1.50 ----- -2.72 ----- -1.980.80 4.80 ----- -2.21 ----- -1.02 ----- -2.76 ----- -2.040.85 5.10 ----- -2.33 0.77 ----- ----- -2.01 0.64 -0.020.90 5.40 ----- -2.50 0.96 ----- ----- -1.84 0.45 -0.300.95 5.70 ----- -2.59 1.05 ----- ----- -1.59 0.15 -0.701.00 6.00

    SPAN 6X/L X SW

    TopSWBot

    SDLTop

    SDLBot

    XLTop

    XLBot

    LL TopMax-T

    LL TopMax-C

    LL BotMax-T

    LL BotMax-C

    PTTop

    PTBot

    m MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa0.00 0.000.05 0.30 0.39 -0.45 0.55 -0.63 0.00 0.00 0.79 0.04 -0.04 -0.91 -2.63 1.320.10 0.60 0.27 -0.31 0.35 -0.40 0.00 0.00 0.60 0.02 -0.02 -0.70 -2.45 1.090.15 0.90 0.17 -0.19 0.16 -0.18 0.00 0.00 0.44 -0.07 0.09 -0.51 -2.21 0.810.20 1.20 0.36 -0.36 -0.13 0.13 0.00 0.00 1.19 -0.60 0.60 -1.19 -2.22 -0.720.25 1.50 0.10 -0.10 -0.19 0.19 0.00 0.00 0.94 -0.83 0.83 -0.94 -1.52 -1.430.30 1.80 -0.11 0.11 -0.24 0.24 0.00 0.00 0.96 -1.08 1.08 -0.96 -0.95 -2.000.35 2.10 -0.26 0.26 -0.25 0.25 0.00 0.00 0.97 -1.29 1.29 -0.97 -0.52 -2.440.40 2.40 -0.35 0.35 -0.25 0.25 0.00 0.00 0.99 -1.44 1.44 -0.99 -0.21 -2.750.45 2.70 -0.39 0.39 -0.21 0.21 0.00 0.00 1.01 -1.51 1.51 -1.01 -0.03 -2.930.50 3.00 -0.37 0.37 -0.16 0.16 0.00 0.00 1.03 -1.51 1.51 -1.03 0.01 -2.980.55 3.30 -0.30 0.30 -0.07 0.07 0.00 0.00 1.04 -1.44 1.44 -1.04 -0.07 -2.910.60 3.60 -0.18 0.18 0.04 -0.04 0.00 0.00 1.06 -1.30 1.30 -1.06 -0.29 -2.710.65 3.90 0.01 -0.01 0.17 -0.17 0.00 0.00 1.08 -1.09 1.09 -1.08 -0.64 -2.370.70 4.20 0.24 -0.24 0.33 -0.33 0.00 0.00 1.10 -0.84 0.84 -1.10 -1.11 -1.910.75 4.50 0.54 -0.54 0.52 -0.52 0.00 0.00 1.18 -0.66 0.66 -1.18 -1.72 -1.320.80 4.80 0.88 -0.88 0.73 -0.73 0.00 0.00 1.32 -0.40 0.40 -1.32 -2.45 -0.580.85 5.10 0.32 -0.37 0.35 -0.40 0.00 0.00 0.48 -0.02 0.02 -0.55 -2.32 0.890.90 5.40 0.44 -0.51 0.58 -0.66 0.00 0.00 0.65 0.08 -0.09 -0.75 -2.56 1.170.95 5.70 0.59 -0.68 0.81 -0.93 0.00 0.00 0.84 0.19 -0.22 -0.97 -2.75 1.411.00 6.00

    X/L X InitialTop

    Max-T

    InitialTop

    Max-C

    InitialBot

    Max-T

    InitialBot

    Max-C

    Env-1Top

    Max-T

    Env-1Top

    Max-C

    Env-1Bot

    Max-T

    Env-1Bot

    Max-Cm MPa MPa MPa MPa MPa MPa MPa MPa

    0.00 0.000.05 0.30 ----- -2.63 1.06 ----- ----- -1.65 0.19 -0.680.10 0.60 ----- -2.54 0.95 ----- ----- -1.81 0.36 -0.320.15 0.90 ----- -2.38 0.74 ----- ----- -1.97 0.53 -0.070.20 1.20 ----- -2.19 ----- -1.19 ----- -2.59 ----- -2.140.25 1.50 ----- -1.65 ----- -1.74 ----- -2.44 ----- -2.270.30 1.80 ----- -1.21 ----- -2.19 ----- -2.38 ----- -2.610.35 2.10 ----- -0.85 ----- -2.55 ----- -2.32 ----- -2.900.40 2.40 ----- -0.59 ----- -2.81 0.18 -2.24 ----- -3.140.45 2.70 ----- -0.43 ----- -2.98 0.37 -2.14 ----- -3.340.50 3.00 ----- -0.36 ----- -3.06 0.51 -2.02 ----- -3.480.55 3.30 ----- -0.38 ----- -3.04 0.60 -1.89 ----- -3.580.60 3.60 ----- -0.51 ----- -2.94 0.63 -1.73 ----- -3.630.65 3.90 ----- -0.73 ----- -2.73 0.62 -1.55 ----- -3.630.70 4.20 ----- -1.04 ----- -2.44 0.56 -1.38 ----- -3.590.75 4.50 ----- -1.45 ----- -2.05 0.51 -1.33 ----- -3.540.80 4.80 ----- -1.93 ----- -1.55 0.48 -1.24 ----- -3.510.85 5.10 ----- -2.35 0.65 ----- ----- -1.68 0.14 -0.44

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    29

    0.90 5.40 ----- -2.51 0.84 ----- ----- -1.47 ----- -0.750.95 5.70 ----- -2.57 0.94 ----- ----- -1.16 ----- -1.171.00 6.00

    SPAN 7X/L X SW

    TopSWBot

    SDLTop

    SDLBot

    XLTop

    XLBot

    LL TopMax-T

    LL TopMax-C

    LL BotMax-T

    LL BotMax-C

    PTTop

    PTBot

    m MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa0.00 0.000.05 0.30 0.63 -0.72 0.87 -1.00 0.00 0.00 0.85 0.21 -0.24 -0.98 -2.74 1.440.10 0.60 0.46 -0.53 0.61 -0.70 0.00 0.00 0.65 0.20 -0.23 -0.76 -2.54 1.210.15 0.90 0.31 -0.36 0.36 -0.41 0.00 0.00 0.48 0.06 -0.07 -0.55 -2.29 0.920.20 1.20 0.77 -0.77 0.44 -0.44 0.00 0.00 1.29 -0.25 0.25 -1.29 -2.48 -0.410.25 1.50 0.33 -0.33 0.13 -0.13 0.00 0.00 1.10 -0.69 0.69 -1.10 -1.76 -1.120.30 1.80 -0.05 0.05 -0.16 0.16 0.00 0.00 1.00 -1.05 1.05 -1.00 -1.15 -1.710.35 2.10 -0.37 0.37 -0.42 0.42 0.00 0.00 0.90 -1.35 1.35 -0.90 -0.67 -2.180.40 2.40 -0.64 0.64 -0.65 0.65 0.00 0.00 0.80 -1.58 1.58 -0.80 -0.31 -2.530.45 2.70 -0.86 0.86 -0.86 0.86 0.00 0.00 0.70 -1.73 1.73 -0.70 -0.08 -2.750.50 3.00 -1.02 1.02 -1.04 1.04 0.00 0.00 0.60 -1.82 1.82 -0.60 0.03 -2.850.55 3.30 -1.12 1.12 -1.20 1.20 0.00 0.00 0.50 -1.84 1.84 -0.50 0.05 -2.860.60 3.60 -1.17 1.17 -1.33 1.33 0.00 0.00 0.40 -1.78 1.78 -0.40 0.00 -2.810.65 3.90 -1.16 1.16 -1.44 1.44 0.00 0.00 0.30 -1.66 1.66 -0.30 -0.11 -2.690.70 4.20 -1.10 1.10 -1.52 1.52 0.00 0.00 0.20 -1.46 1.46 -0.20 -0.28 -2.520.75 4.50 -0.98 0.98 -1.58 1.58 0.00 0.00 0.10 -1.20 1.20 -0.10 -0.51 -2.280.80 4.80 -0.81 0.81 -1.61 1.61 0.00 0.00 0.00 -0.86 0.86 0.00 -0.81 -1.980.85 5.10 -0.14 0.17 -0.29 0.34 0.00 0.00 -0.01 -0.15 0.17 0.02 -1.68 0.280.90 5.40 -0.06 0.07 -0.12 0.14 0.00 0.00 0.01 -0.06 0.07 -0.01 -1.78 0.400.95 5.70 0.04 -0.05 0.05 -0.06 0.00 0.00 0.14 -0.07 0.09 -0.16 -1.86 0.501.00 6.00

    X/L X InitialTop

    Max-T

    InitialTop

    Max-C

    InitialBot

    Max-T

    InitialBot

    Max-C

    Env-1Top

    Max-T

    Env-1Top

    Max-C

    Env-1Bot

    Max-T

    Env-1Bot

    Max-Cm MPa MPa MPa MPa MPa MPa MPa MPa

    0.00 0.000.05 0.30 ----- -2.53 0.93 ----- ----- -1.04 ----- -1.260.10 0.60 ----- -2.46 0.86 ----- ----- -1.28 ----- -0.770.15 0.90 ----- -2.32 0.70 ----- ----- -1.56 0.08 -0.400.20 1.20 ----- -2.09 ----- -1.23 0.02 -1.53 ----- -2.900.25 1.50 ----- -1.69 ----- -1.62 ----- -1.98 ----- -2.680.30 1.80 ----- -1.37 ----- -1.92 ----- -2.41 ----- -2.510.35 2.10 ----- -1.14 ----- -2.14 ----- -2.81 ----- -2.290.40 2.40 ----- -1.00 ----- -2.26 ----- -3.18 0.34 -2.030.45 2.70 ----- -0.95 ----- -2.30 ----- -3.53 0.70 -1.730.50 3.00 ----- -0.98 ----- -2.26 ----- -3.85 1.03 -1.390.55 3.30 ----- -1.07 ----- -2.17 ----- -4.11 1.30 -1.040.60 3.60 ----- -1.17 ----- -2.06 ----- -4.28 1.47 -0.710.65 3.90 ----- -1.29 ----- -1.94 ----- -4.37 1.56 -0.390.70 4.20 ----- -1.42 ----- -1.80 ----- -4.36 1.56 -0.100.75 4.50 ----- -1.57 ----- -1.64 ----- -4.27 1.47 -----0.80 4.80 ----- -1.74 ----- -1.47 ----- -4.09 1.30 -----0.85 5.10 ----- -2.08 0.49 ----- ----- -2.26 0.95 -----0.90 5.40 ----- -2.11 0.54 ----- ----- -2.03 0.69 -----0.95 5.70 ----- -2.10 0.53 ----- ----- -1.84 0.48 -----1.00 6.00

    28 - REQUIRED POST-TENSIONING

    Note: Required post-tensioning force based on stress conditions

    X/L X PT X PT X PT X PTm kN m kN m kN m kN

    SPAN 1 SPAN 2 SPAN 3 SPAN 40.00 0.00 --- 0.00 --- 0.00 --- 0.00 ---

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    30

    0.05 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.000.10 0.60 0.00 0.60 0.00 0.60 0.00 0.60 0.000.15 0.90 0.00 0.90 0.00 0.90 0.00 0.90 0.000.20 1.20 0.00 1.20 0.00 1.20 0.00 1.20 0.000.25 1.50 0.00 1.50 0.00 1.50 0.00 1.50 0.000.30 1.80 0.00 1.80 0.00 1.80 0.00 1.80 0.000.35 2.10 0.00 2.10 0.00 2.10 0.00 2.10 0.000.40 2.40 0.00 2.40 0.00 2.40 0.00 2.40 0.000.45 2.70 0.00 2.70 0.00 2.70 0.00 2.70 0.000.50 3.00 0.00 3.00 0.00 3.00 0.00 3.00 0.000.55 3.30 0.00 3.30 0.00 3.30 0.00 3.30 0.000.60 3.60 0.00 3.60 0.00 3.60 0.00 3.60 0.000.65 3.90 0.00 3.90 0.00 3.90 0.00 3.90 0.000.70 4.20 0.00 4.20 0.00 4.20 0.00 4.20 0.000.75 4.50 0.00 4.50 0.00 4.50 0.00 4.50 0.000.80 4.80 0.00 4.80 0.00 4.80 0.00 4.80 0.000.85 5.10 0.00 5.10 0.00 5.10 0.00 5.10 0.000.90 5.40 0.00 5.40 0.00 5.40 0.00 5.40 0.000.95 5.70 0.00 5.70 0.00 5.70 0.00 5.70 0.001.00 6.00 --- 6.00 --- 6.00 --- 6.00 ---

    X/L X PT X PT X PTm kN m kN m kN

    SPAN 5 SPAN 6 SPAN 70.00 0.00 --- 0.00 --- 0.00 ---0.05 0.30 0.00 0.30 0.00 0.30 0.000.10 0.60 0.00 0.60 0.00 0.60 0.000.15 0.90 0.00 0.90 0.00 0.90 0.000.20 1.20 0.00 1.20 0.00 1.20 0.000.25 1.50 0.00 1.50 0.00 1.50 0.000.30 1.80 0.00 1.80 0.00 1.80 0.000.35 2.10 0.00 2.10 0.00 2.10 0.000.40 2.40 0.00 2.40 0.00 2.40 0.000.45 2.70 0.00 2.70 0.00 2.70 0.000.50 3.00 0.00 3.00 0.00 3.00 0.000.55 3.30 0.00 3.30 0.00 3.30 0.000.60 3.60 0.00 3.60 0.00 3.60 0.000.65 3.90 0.00 3.90 0.00 3.90 0.000.70 4.20 0.00 4.20 0.00 4.20 0.000.75 4.50 0.00 4.50 0.00 4.50 0.000.80 4.80 0.00 4.80 0.00 4.80 0.000.85 5.10 0.00 5.10 0.00 5.10 0.000.90 5.40 0.00 5.40 0.00 5.40 0.000.95 5.70 0.00 5.70 0.00 5.70 0.001.00 6.00 --- 6.00 --- 6.00 ---

    29 - DETAILED REBAR

    SPAN 1X/L X Analysis

    TopAnalysis

    BotMinimum

    TopMinimum

    BotSelected

    TopSelected

    Botm mm2 mm2 mm2 mm2 mm2 mm2

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05 0.30 0.00 0.00 0.00 0.00 0.00 0.000.10 0.60 0.00 0.00 0.00 0.00 0.00 0.000.15 0.90 0.00 0.00 0.00 0.00 0.00 0.000.20 1.20 0.00 0.00 0.00 0.00 0.00 0.000.25 1.50 0.00 0.00 0.00 0.00 0.00 0.000.30 1.80 0.00 0.00 0.00 0.00 0.00 0.000.35 2.10 0.00 0.00 0.00 0.00 0.00 0.000.40 2.40 0.00 0.00 0.00 0.00 0.00 0.000.45 2.70 0.00 0.00 0.00 0.00 0.00 0.000.50 3.00 0.00 0.00 0.00 0.00 0.00 0.000.55 3.30 0.00 0.00 0.00 0.00 0.00 0.00

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    31

    0.60 3.60 0.00 0.00 0.00 0.00 0.00 0.000.65 3.90 0.00 0.00 0.00 0.00 0.00 0.000.70 4.20 0.00 0.00 0.00 0.00 0.00 0.000.75 4.50 0.00 0.00 0.00 0.00 0.00 0.000.80 4.80 0.00 0.00 0.00 0.00 0.00 0.000.85 5.10 0.00 0.00 0.00 0.00 0.00 0.000.90 5.40 0.00 0.00 0.00 0.00 0.00 0.000.95 5.70 0.00 0.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

    SPAN 2X/L X Analysis

    TopAnalysis

    BotMinimum

    TopMinimum

    BotSelected

    TopSelected

    Botm mm2 mm2 mm2 mm2 mm2 mm2

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05 0.30 0.00 0.00 0.00 0.00 0.00 0.000.10 0.60 0.00 0.00 0.00 0.00 0.00 0.000.15 0.90 0.00 0.00 0.00 0.00 0.00 0.000.20 1.20 0.00 0.00 0.00 0.00 0.00 0.000.25 1.50 0.00 0.00 0.00 0.00 0.00 0.000.30 1.80 0.00 0.00 0.00 0.00 0.00 0.000.35 2.10 0.00 0.00 0.00 0.00 0.00 0.000.40 2.40 0.00 0.00 0.00 0.00 0.00 0.000.45 2.70 0.00 0.00 0.00 0.00 0.00 0.000.50 3.00 0.00 0.00 0.00 0.00 0.00 0.000.55 3.30 0.00 0.00 0.00 0.00 0.00 0.000.60 3.60 0.00 0.00 0.00 0.00 0.00 0.000.65 3.90 0.00 0.00 0.00 0.00 0.00 0.000.70 4.20 0.00 0.00 0.00 0.00 0.00 0.000.75 4.50 0.00 0.00 0.00 0.00 0.00 0.000.80 4.80 0.00 0.00 0.00 0.00 0.00 0.000.85 5.10 0.00 0.00 0.00 0.00 0.00 0.000.90 5.40 0.00 0.00 0.00 0.00 0.00 0.000.95 5.70 0.00 0.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

    SPAN 3X/L X Analysis

    TopAnalysis

    BotMinimum

    TopMinimum

    BotSelected

    TopSelected

    Botm mm2 mm2 mm2 mm2 mm2 mm2

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05 0.30 0.00 0.00 0.00 0.00 0.00 0.000.10 0.60 0.00 0.00 0.00 0.00 0.00 0.000.15 0.90 0.00 0.00 0.00 0.00 0.00 0.000.20 1.20 0.00 0.00 0.00 0.00 0.00 0.000.25 1.50 0.00 0.00 0.00 0.00 0.00 0.000.30 1.80 0.00 0.00 0.00 0.00 0.00 0.000.35 2.10 0.00 0.00 0.00 0.00 0.00 0.000.40 2.40 0.00 0.00 0.00 0.00 0.00 0.000.45 2.70 0.00 0.00 0.00 0.00 0.00 0.000.50 3.00 0.00 0.00 0.00 0.00 0.00 0.000.55 3.30 0.00 0.00 0.00 0.00 0.00 0.000.60 3.60 0.00 0.00 0.00 0.00 0.00 0.000.65 3.90 0.00 0.00 0.00 0.00 0.00 0.000.70 4.20 0.00 0.00 0.00 0.00 0.00 0.000.75 4.50 0.00 0.00 0.00 0.00 0.00 0.000.80 4.80 0.00 0.00 0.00 0.00 0.00 0.000.85 5.10 0.00 0.00 0.00 0.00 0.00 0.000.90 5.40 0.00 0.00 0.00 0.00 0.00 0.000.95 5.70 0.00 0.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

    SPAN 4X/L X Analysis

    TopAnalysis

    BotMinimum

    TopMinimum

    BotSelected

    TopSelected

    Botm mm2 mm2 mm2 mm2 mm2 mm2

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    32

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05 0.30 0.00 0.00 0.00 0.00 0.00 0.000.10 0.60 0.00 0.00 0.00 0.00 0.00 0.000.15 0.90 0.00 0.00 0.00 0.00 0.00 0.000.20 1.20 0.00 0.00 0.00 0.00 0.00 0.000.25 1.50 0.00 0.00 0.00 0.00 0.00 0.000.30 1.80 0.00 0.00 0.00 0.00 0.00 0.000.35 2.10 0.00 0.00 0.00 0.00 0.00 0.000.40 2.40 0.00 0.00 0.00 0.00 0.00 0.000.45 2.70 0.00 0.00 0.00 0.00 0.00 0.000.50 3.00 0.00 0.00 0.00 0.00 0.00 0.000.55 3.30 0.00 0.00 0.00 0.00 0.00 0.000.60 3.60 0.00 0.00 0.00 0.00 0.00 0.000.65 3.90 0.00 0.00 0.00 0.00 0.00 0.000.70 4.20 0.00 0.00 0.00 0.00 0.00 0.000.75 4.50 0.00 0.00 0.00 0.00 0.00 0.000.80 4.80 0.00 0.00 0.00 0.00 0.00 0.000.85 5.10 0.00 0.00 0.00 0.00 0.00 0.000.90 5.40 0.00 0.00 0.00 0.00 0.00 0.000.95 5.70 0.00 0.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

    SPAN 5X/L X Analysis

    TopAnalysis

    BotMinimum

    TopMinimum

    BotSelected

    TopSelected

    Botm mm2 mm2 mm2 mm2 mm2 mm2

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05 0.30 0.00 0.00 0.00 0.00 0.00 0.000.10 0.60 0.00 0.00 0.00 0.00 0.00 0.000.15 0.90 0.00 0.00 0.00 0.00 0.00 0.000.20 1.20 0.00 0.00 0.00 0.00 0.00 0.000.25 1.50 0.00 0.00 0.00 0.00 0.00 0.000.30 1.80 0.00 0.00 0.00 0.00 0.00 0.000.35 2.10 0.00 0.00 0.00 0.00 0.00 0.000.40 2.40 0.00 0.00 0.00 0.00 0.00 0.000.45 2.70 0.00 0.00 0.00 0.00 0.00 0.000.50 3.00 0.00 0.00 0.00 0.00 0.00 0.000.55 3.30 0.00 0.00 0.00 0.00 0.00 0.000.60 3.60 0.00 0.00 0.00 0.00 0.00 0.000.65 3.90 0.00 0.00 0.00 0.00 0.00 0.000.70 4.20 0.00 0.00 0.00 0.00 0.00 0.000.75 4.50 0.00 0.00 0.00 0.00 0.00 0.000.80 4.80 0.00 0.00 0.00 0.00 0.00 0.000.85 5.10 0.00 0.00 0.00 0.00 0.00 0.000.90 5.40 0.00 0.00 0.00 0.00 0.00 0.000.95 5.70 0.00 0.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

    SPAN 6X/L X Analysis

    TopAnalysis

    BotMinimum

    TopMinimum

    BotSelected

    TopSelected

    Botm mm2 mm2 mm2 mm2 mm2 mm2

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05 0.30 0.00 0.00 0.00 0.00 0.00 0.000.10 0.60 0.00 0.00 0.00 0.00 0.00 0.000.15 0.90 0.00 0.00 0.00 0.00 0.00 0.000.20 1.20 0.00 0.00 0.00 0.00 0.00 0.000.25 1.50 0.00 0.00 0.00 0.00 0.00 0.000.30 1.80 0.00 0.00 0.00 0.00 0.00 0.000.35 2.10 0.00 0.00 0.00 0.00 0.00 0.000.40 2.40 0.00 0.00 0.00 0.00 0.00 0.000.45 2.70 0.00 0.00 0.00 0.00 0.00 0.000.50 3.00 0.00 0.00 0.00 0.00 0.00 0.000.55 3.30 0.00 0.00 0.00 0.00 0.00 0.000.60 3.60 0.00 0.00 0.00 0.00 0.00 0.000.65 3.90 0.00 0.00 0.00 0.00 0.00 0.00

  • Project Name: HENDERSON ROAD Specific Title: L9- H2-B/DA-DFFile Name: H2 Date of Generation: Thursday, 23 January 2014

    email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-2401

    33

    0.70 4.20 0.00 0.00 0.00 0.00 0.00 0.000.75 4.50 0.00 0.00 0.00 0.00 0.00 0.000.80 4.80 0.00 0.00 0.00 0.00 0.00 0.000.85 5.10 0.00 0.00 0.00 0.00 0.00 0.000.90 5.40 0.00 0.00 0.00 0.00 0.00 0.000.95 5.70 0.00 0.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

    SPAN 7X/L X Analysis

    TopAnalysis

    BotMinimum

    TopMinimum

    BotSelected

    TopSelected

    Botm mm2 mm2 mm2 mm2 mm2 mm2

    0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05 0.30 0.00 0.00 0.00 0.00 0.00 0.000.10 0.60 0.00 0.00 0.00 0.00 0.00 0.000.15 0.90 0.00 0.00 0.00 0.00 0.00 0.000.20 1.20 0.00 0.00 0.00 0.00 0.00 0.000.25 1.50 0.00 0.00 0.00 0.00 0.00 0.000.30 1.80 0.00 0.00 0.00 0.00 0.00 0.000.35 2.10 0.00 0.00 0.00 0.00 0.00 0.000.40 2.40 0.00 0.00 0.00 0.00 0.00 0.000.45 2.70 0.00 0.00 0.00 0.00 0.00 0.000.50 3.00 0.00 0.00 0.00 0.00 0.00 0.000.55 3.30 0.00 0.00 0.00 0.00 0.00 0.000.60 3.60 0.00 0.00 0.00 0.00 0.00 0.000.65 3.90 0.00 0.00 0.00 0.00 0.00 0.000.70 4.20 0.00 0.00 0.00 0.00 0.00 0.000.75 4.50 0.00 0.00 0.00 0.00 0.00 0.000.80 4.80 0.00 0.00 0.00 0.00 0.00 0.000.85 5.10 0.00 0.00 0.00 0.00 0.00 0.000.90 5.40 0.00 0.00 0.00 0.00 0.00 0.000.95 5.70 0.00 0.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

    Note: Reinforcement requirements for Initial condition are included in Service block. Reinforcement requirements for UBCcombination, if selected, are included in Analysis block.

    31 - DETAILED FRICTION AND LONGTERM STRESS LOSSES

    TENDON_AX/L X Initial

    StressLongterm

    LossFinal

    StressX Initial

    StressLongterm

    LossFinal

    Stressm MPa MPa Mpa m MPa MPa MPa

    SPAN1

    SPAN2

    0.00 0.00 1219.00 58.72 1161.00 0.00 1311.00 77.04 1234.000.05 0.30 1221.00 60.35 1161.00 0.30 1325.00 78.87 1246.000.10 0.60 1229.00 60.00 1169.00 0.60 1339.00 76.17 1264.000.15 0.90 1233.00 61.17 1172.00 0.90 1345.00 75.11 1270.000.20 1.20 1236.00 63.42 1172.00 1.20 1349.00 75.99 1273.000.25 1.50 1239.00 64.40 1174.00 1.50 1354.00 78.07 1276.000.30 1.80 1242.00 65.61 1176.00 1.80 1349.00 81.04 1268.000.35 2.10 1245.00 67.54 1178.00 2.10 1345.00 84.02 1261.000.40 2.40 1248.00 69.43 1178.00 2.40 1341.00 85.48 1254.000.45 2.70 1251.00 70.54 1180.00 2.70 1336.00 85.73 1250.000.50 3.00 1254.00 71.26 1183.00 3.00 1332.00 85.37 1247.000.55 3.30 1258.00 71.15 1187.00 3.30 1328.00 83.66 1244.000.60 3.60 1262.00 70.93 1192.00 3.60 1323.00 80.06 1242.000.65 3.90 1267.00 70.10 1197.00 3.90 1319.00