CS carrying Beam CalcsCS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 6 1-27-21
3:38pm
1 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description: CalcB11 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.1 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 2' 4.25" 444 173 Live
Replacement Uniform (PLF) Top 0' 0.00" 2' 4.25" 558 207 Live
Replacement Uniform (PLF) Top 2' 4.25" 8' 5.25" 472 173 Live
Replacement Uniform (PLF) Top 2' 4.25" 8' 5.25" 586 207 Live
Replacement Uniform (PLF) Top 8' 5.25" 10' 9.94" 460 177 Live
Replacement Uniform (PLF) Top 8' 5.25" 10' 9.94" 565 204 Live
Replacement Uniform (PLF) Top 10' 9.94" 12' 9.94" 460 177 Live
Replacement Uniform (PLF) Top 10' 9.94" 16' 1.13" 565 204 Live
Replacement Uniform (PLF) Top 12' 9.94" 16' 1.13" 460 177 Live
Replacement Uniform (PLF) Top 16' 1.13" 22' 3.75" 582 204 Live
Replacement Uniform (PLF) Top 16' 1.13" 25' 10.00" 476 177 Live
Replacement Uniform (PLF) Top 22' 3.75" 25' 10.00" 582 204 Live
Replacement Uniform (PLF) Top 25' 10.00" 27' 1.38" 476 177 Live
Replacement Uniform (PLF) Top 25' 10.00" 27' 1.38" 582 204 Live
Replacement Uniform (PLF) Top 27' 1.38" 27' 11.44" 478 177 Live
Replacement Uniform (PLF) Top 27' 1.38" 34' 8.13" 584 204 Live
Replacement Uniform (PLF) Top 27' 11.44" 36' 3.38" 478 177 Live
Replacement Uniform (PLF) Top 34' 8.13" 36' 3.38" 584 204 Live
Replacement Uniform (PLF) Top 36' 3.38" 39' 3.13" 557 204 Live
Replacement Uniform (PLF) Top 36' 3.38" 39' 3.13" 451 177 Live
Point (LBS) Top 2' 7.75" 0 81 Live
Point (LBS) Top 11' 5.75" 0 81 Live
Point (LBS) Top 15' 3.88" 30 4474 Live
Point (LBS) Top 15' 3.88" 10461 0 Snow
Point (LBS) Top 16' 2.88" 0 118 Live
Point (LBS) Top 27' 1.38" 0 118 Live
Point (LBS) Top 27' 5.38" 0 81 Live
Point (LBS) Top 36' 3.38" 0 81 Live
Point (LBS) Top 38' 8.00" 37 9 Live
Point (LBS) Top 38' 8.00" 107 27 Live
Point (LBS) Top 38' 8.00" 0 227 Live
Point (LBS) Top 38' 8.00" 187 58 Snow
Point (LBS) Top 38' 8.00" 1720 4015 Live
Point (LBS) Top 38' 8.00" 6185 0 Snow
1 2 3 4 5
7 7 15 7 7 15 11 11 4 12 0 0
39 3 2
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 6 1-27-21
3:38pm
2 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 4835# --
2 7' 7.938" Wall N/A N/A 3.330" 13111# --
3 15' 3.875" Wall N/A N/A 6.480" 25513# --
4 27' 3.125" Wall N/A N/A 5.157" 20304# --
5 39' 3.125" Wall N/A N/A 4.119" 16219# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 3607# 0# 1227#
2 9960# 0# 3151#
3 12248# 10461# 8482#
4 14669# 0# 5635#
5 7057# 6371# 6148#
Design spans
7' 3.312" 7' 7.938" 11' 11.250" 11' 4.875"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 17016.'# 33189.'# 51% 34.1' Even Spans D+L
Negative Moment 22498.'# 33189.'# 67% 27.26' Adjacent 3 D+L
Shear 8861.# 11845.# 74% 27.27' Adjacent 3 D+L
TL Deflection 0.2421" 0.5703" L/565 33.53' Even Spans D+L
LL Deflection 0.1931" 0.3802" L/708 33.53' Even Spans L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 6 1-27-21
3:38pm
3 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description: CalcB12 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.1 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 6' 3.00" 310 192 Live
Replacement Uniform (PLF) Top 0' 0.00" 14' 11.00" 289 72 Live
Replacement Uniform (PLF) Top 6' 3.00" 8' 7.25" 466 203 Live
Replacement Uniform (PLF) Top 8' 7.25" 14' 8.25" 466 203 Live
Replacement Uniform (PLF) Top 14' 8.25" 17' 0.94" 188 0 Snow
Replacement Uniform (PLF) Top 14' 8.25" 17' 0.94" 407 227 Live
Replacement Uniform (PLF) Top 14' 11.00" 17' 0.94" 188 0 Snow
Replacement Uniform (PLF) Top 14' 11.00" 17' 0.94" 221 181 Live
Replacement Uniform (PLF) Top 17' 0.94" 22' 4.13" 337 84 Live
Replacement Uniform (PLF) Top 17' 0.94" 28' 6.75" 151 38 Live
Replacement Uniform (PLF) Top 22' 4.13" 28' 6.75" 337 84 Live
Replacement Uniform (PLF) Top 28' 6.75" 32' 1.00" 40 0 Snow
Replacement Uniform (PLF) Top 28' 6.75" 32' 1.00" 40 0 Snow
Replacement Uniform (PLF) Top 28' 6.75" 32' 1.00" 258 171 Live
Replacement Uniform (PLF) Top 28' 6.75" 32' 1.00" 444 217 Live
Replacement Uniform (PLF) Top 32' 1.00" 33' 4.38" 40 0 Snow
Replacement Uniform (PLF) Top 32' 1.00" 33' 4.38" 40 0 Snow
Replacement Uniform (PLF) Top 32' 1.00" 33' 4.38" 258 171 Live
Replacement Uniform (PLF) Top 32' 1.00" 33' 4.38" 444 217 Live
Replacement Uniform (PLF) Top 33' 4.38" 40' 11.13" 188 0 Snow
Replacement Uniform (PLF) Top 33' 4.38" 40' 11.13" 188 0 Snow
Replacement Uniform (PLF) Top 33' 4.38" 40' 11.13" 207 181 Live
Replacement Uniform (PLF) Top 33' 4.38" 40' 11.13" 393 227 Live
Replacement Uniform (PLF) Top 40' 11.13" 41' 4.63" 47 0 Snow
Replacement Uniform (PLF) Top 40' 11.13" 41' 4.63" 374 216 Live
Replacement Uniform (PLF) Top 40' 11.13" 42' 6.38" 337 84 Live
Replacement Uniform (PLF) Top 41' 4.63" 44' 11.38" 102 26 Live
Replacement Uniform (PLF) Top 42' 6.38" 44' 11.38" 337 84 Live
Replacement Uniform (PLF) Top 44' 11.38" 45' 2.13" 724 181 Live
Replacement Uniform (PLF) Top 45' 2.13" 49' 0.88" 590 148 Live
Replacement Uniform (PLF) Top 49' 0.88" 52' 11.63" 419 105 Live
Point (LBS) Top 0' 4.63" 5 734 Live
Point (LBS) Top 0' 4.63" 1796 0 Snow
Point (LBS) Top 14' 8.25" 75 75 Live
Point (LBS) Top 14' 8.25" 0 170 Live
Point (LBS) Top 14' 8.25" 151 332 Live
Point (LBS) Top 14' 8.25" 521 0 Snow
Point (LBS) Top 14' 9.25" 362 1793 Live
Point (LBS) Top 14' 9.25" 2865 0 Snow
Point (LBS) Top 17' 5.25" 918 2286 Live
Point (LBS) Top 17' 5.25" 3555 0 Snow
Point (LBS) Top 28' 6.75" 2116 0 Snow
Point (LBS) Top 28' 6.75" 1120 1927 Live
Point (LBS) Top 33' 4.38" 4 704 Live
Point (LBS) Top 33' 4.38" 1391 0 Snow
Point (LBS) Top 41' 1.88" -91 0 Snow
Point (LBS) Top 41' 1.88" 0 113 Live
Point (LBS) Top 41' 1.88" 38 158 Live
Point (LBS) Top 41' 1.88" 420 0 Snow
Point (LBS) Top 41' 1.88" 231 282 Live
Point (LBS) Top 44' 11.38" 53 13 Live
Point (LBS) Top 44' 11.38" 53 13 Live
Point (LBS) Top 44' 11.38" 0 227 Live
Point (LBS) Top 44' 11.38" 165 165 Live
Point (LBS) Top 45' 0.38" 4005 0 Snow
Point (LBS) Top 45' 0.38" 2028 3737 Live
Point (LBS) Top 48' 11.13" 96 130 Live
Point (LBS) Top 52' 7.00" 283 721 Live
Point (LBS) Top 52' 7.00" 1300 0 Snow
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 6 1-27-21
3:38pm
4 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
1 2 3 4 5 6
10 9 7 10 9 7 11 11 4 11 5 4 8 0 4
52 11 10
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 5160# --
2 10' 9.438" Wall N/A N/A 4.278" 16845# --
3 21' 6.875" Wall N/A N/A 4.096" 16129# --
4 33' 6.125" Wall N/A N/A 4.370" 17205# --
5 44' 11.375" Wall N/A N/A 4.542" 17884# --
6 52' 11.625" Wall N/A N/A 1.500" 3577# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 2947# 1198# 1566#
2 9726# 4625# 6082#
3 8472# 5637# 5547#
4 9059# 5574# 6231#
5 8935# 5768# 6857#
6 2135# 930# 928#
Design spans
10' 4.812" 10' 9.438" 11' 11.250" 11' 5.250" 7' 7.625"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 20134.'# 38167.'# 52% 16.18' Even Spans D+0.75(L+S)
Negative Moment 20685.'# 38167.'# 54% 21.57' Adjacent 2 D+0.75(L+S)
Shear 9921.# 13622.# 72% 10.8' Adjacent 1 D+0.75(L+S)
TL Deflection 0.2331" 0.5393" L/555 16.18' Even Spans D+0.75(L+S)
LL Deflection 0.1627" 0.3595" L/795 16.18' Even Spans 0.75(L+S)
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives