23C-110 CS2nd Floor Girder CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 8 4-10-17
11:55am
1 of 4
All product names are trademarks of their respective owners
Copyright (C) 2016 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: Roof
Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12
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: 24.3 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" 5' 0.00" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 5' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 5' 0.00" 40 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 18' 0.00" 9 2 Live
Replacement Uniform (PLF) Top 0' 0.00" 18' 0.00" 1 228 Live
Replacement Uniform (PLF) Top 0' 0.00" 18' 0.00" 350 0 Snow
Replacement Uniform (PLF) Top 5' 0.00" 14' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 14' 0.00" 18' 0.00" 27 7 Live
1 2
18 0 0
18 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 2.384" 5319# -54#
2 18' 0.000" Wall SPF Plate (425psi) N/A 2.364" 5274# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 474# 3015# 2304#
2 339# 3015# 2259#
Design spans
17' 2.750"
Product: 1-3/4x16 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 22751.'# 67031.'# 33% 9' Total Load D+S
Negative Moment 33.'# 58288.'# 0% 2.11' Total Load D+L
Shear 4486.# 18354.# 24% 0.4' Total Load D+S
TL Deflection 0.3393" 0.8615" L/609 9' Total Load D+S
LL Deflection 0.1936" 0.5743" L/999+ 9' Total Load S
Control: TL Deflection
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™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 8 4-10-17
11:55am
2 of 4
All product names are trademarks of their respective owners
Copyright (C) 2016 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: CalcG7 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: 4.8 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" 4' 3.50" 64 14 Live
1 2
4 3 8
4 3 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder SPF Plate (425psi) N/A N/A 150# --
2 4' 3.500" Wall SPF Plate (425psi) N/A 1.500" 150# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 116# 34#
2 116# 34#
Design spans
3' 7.375"
Product: 1-3/4x9-1/2 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 136.'# 6979.'# 1% 2.1' Total Load D+L
Shear 84.# 3159.# 2% 0.3' Total Load D+L
TL Deflection 0.0013" 0.1807" L/999+ 2.1' Total Load D+L
LL Deflection 0.0010" 0.1205" L/999+ 2.1' 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™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 8 4-10-17
11:55am
3 of 4
All product names are trademarks of their respective owners
Copyright (C) 2016 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: CalcG8 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: 4.8 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" 4' 3.50" -194 -47 Live
1 2
4 3 8
4 3 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 9# -425#
2 4' 3.500" Girder SPF Plate (425psi) N/A N/A 9# -425#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 -349# -75#
2 -349# -75#
Design spans
3' 7.375"
Product: 1-3/4x9-1/2 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.
Review gravity uplift reaction force of 426lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 426lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 8.'# 6281.'# 0% 2.19' Total Load D
Negative Moment 385.'# 6979.'# 5% 2.19' Total Load D+L
Shear 240.# 3159.# 7% 0.4' Total Load D+L
TL Deflection -0.0036" 0.1807" L/999+ 2.19' Total Load D+L
LL Deflection -0.0030" 0.1205" L/999+ 2.19' 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™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 8 4-10-17
11:55am
4 of 4
All product names are trademarks of their respective owners
Copyright (C) 2016 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: CalcG10 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: 9.6 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" 4' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 18' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 4' 0.00" 13' 0.00" 6 1 Live
Replacement Uniform (PLF) Top 13' 0.00" 18' 0.00" -53 -13 Live
Replacement Uniform (PLF) Top 13' 0.00" 18' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 13' 0.00" 18' 0.00" 40 13 Live
Point (LBS) Top 3' 10.25" -388 -65 Live
Point (LBS) Top 13' 1.75" 128 56 Live
1 2
18 0 0
18 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 614# -319#
2 18' 0.000" Wall SPF Plate (425psi) N/A 1.500" 897# -273#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 418# 196#
2 626# 271#
Design spans
17' 2.750"
Product: 1-3/4x9-1/2 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.
Review gravity uplift reaction force of 319lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 274lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2860.'# 13958.'# 20% 10.72' Total Load D+L
Negative Moment 1167.'# 13958.'# 8% 3.85' Total Load D+L
Shear 794.# 6317.# 12% 17.39' Total Load D+L
TL Deflection 0.3095" 0.8615" L/668 9' Total Load D+L
LL Deflection 0.2103" 0.5743" L/982 9' 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