CS 2nd floor girder CalcsCS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
RosemundBrownElkins - Level 8 9-10-19
9:20am
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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG6 Member Type: Girder 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: 12.0 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" 8' 2.75" 265 88 Live
Replacement Uniform (PLF) Top 0' 0.00" 11' 11.00" 177 59 Live
Replacement Uniform (PLF) Top 8' 2.75" 11' 11.00" 265 88 Live
1 2
11 11 0
11 11 0
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" 3418# --
2 11' 11.000" Wall N/A N/A 1.500" 3418# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 2512# 905#
2 2512# 905#
Design spans
11' 4.250"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 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 9701.'# 21275.'# 45% 6.06' Total Load D+L
Shear 2822.# 7897.# 35% 11.17' Total Load D+L
TL Deflection 0.2305" 0.5677" L/591 6.06' Total Load D+L
LL Deflection 0.1694" 0.3785" L/804 6.06' Total Load L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
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
RosemundBrownElkins - Level 8 9-10-19
9:20am
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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG11 Member Type: Girder 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: 6.0 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" 8' 2.63" 5 1 Live
Replacement Uniform (PLF) Top 0' 0.00" 8' 3.75" 27 7 Live
Replacement Uniform (PLF) Top 8' 2.63" 8' 3.75" 27 7 Live
1 2
8 3 12
8 3 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder N/A N/A N/A 178# --
2 8' 3.750" Wall N/A N/A 1.500" 178# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 124# 54#
2 124# 54#
Design spans
7' 9.625"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 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 347.'# 10637.'# 3% 4.19' Total Load D+L
Shear 133.# 3948.# 3% 0.3' Total Load D+L
TL Deflection 0.0078" 0.3901" L/999+ 4.19' Total Load D+L
LL Deflection 0.0054" 0.2601" L/999+ 4.19' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
RosemundBrownElkins - Level 8 9-10-19
9:20am
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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG12 Member Type: Girder 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: 6.0 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" 3' 6.00" 1 121 Live
Replacement Uniform (PLF) Top 0' 0.00" 3' 6.00" 350 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 5' 9.00" 0 81 Live
Replacement Uniform (PLF) Top 3' 6.00" 5' 9.00" 1 171 Live
Replacement Uniform (PLF) Top 3' 6.00" 5' 9.00" 515 0 Snow
Replacement Uniform (PLF) Top 9' 7.00" 13' 6.75" 147 24 Live
Point (LBS) Top 3' 6.00" 9 48 Live
Point (LBS) Top 3' 6.00" 240 0 Snow
Point (LBS) Top 9' 8.50" 0 57 Live
1 2 3
5 10 12 7 8 0
13 6 12
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" 1538# --
2 5' 10.750" Wall N/A N/A 1.888" 2479# --
3 13' 6.750" Girder N/A N/A N/A 425# -56#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 -45# 1009# 529#
2 229# 1588# 891#
3 375# -106# 50#
Design spans
5' 6.125" 7' 5.000"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 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 2118.'# 12233.'# 17% 3.14' Total Load D+S
Negative Moment 1302.'# 12233.'# 10% 5.9' Total Load D+S
Shear 1577.# 4541.# 34% 5.07' Total Load D+S
TL Deflection 0.0220" 0.2755" L/999+ 3.14' Total Load D+S
LL Deflection 0.0152" 0.1837" L/999+ 3.14' Total Load S
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
RosemundBrownElkins - Level 8 9-10-19
9:20am
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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG16 Member Type: Girder 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: 12.0 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" 0' 3.75" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 17' 9.75" 27 7 Live
Replacement Uniform (PLF) Top 0' 3.75" 8' 3.75" 27 7 Live
Replacement Uniform (PLF) Top 8' 3.75" 17' 9.75" 5 1 Live
Point (LBS) Top 8' 2.00" -120 0 Snow
Point (LBS) Top 8' 2.00" 425 79 Live
Point (LBS) Top 17' 5.13" 0 172 Live
Point (LBS) Top 17' 5.13" 3 407 Live
Point (LBS) Top 17' 5.13" 1173 0 Snow
1 2
17 9 12
17 9 12
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" 883# --
2 17' 9.750" Wall N/A N/A 1.500" 2062# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 636# -64# 247#
2 514# 1117# 797#
Design spans
17' 2.500"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 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 4532.'# 21275.'# 21% 8.17' Total Load D+L
Negative Moment 67.'# 24466.'# 0% 8.17' Total Load D+S
Shear 805.# 7897.# 10% 0.23' Total Load D+L
TL Deflection 0.2228" 0.8604" L/926 8.82' Total Load D+L
LL Deflection 0.1630" 0.5736" L/999+ 8.82' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives