Upload
vikram-jain
View
155
Download
13
Tags:
Embed Size (px)
DESCRIPTION
Design of Post Tension Slab
Citation preview
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