37-041 FortierGirderCalcCS Structure™ 2.6.24[Build 1]kmBeamEngine 4.11.19.1Materials Database 1507
Jayne & rodger - Level 6 9-23-14
4:23pm
1 of 2
All product names are trademarks of their respective owners Copyright (C) 2013 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: CalcG1 Member Type: Girder Application: Floor
Comments: Fortier Cantilever 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: 17.6 PLF
Filename: C:\Users\Mik
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End CategoryReplacement Uniform (PLF) Top 0' 0.00" 1' 1.50" 24 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 1.50" 50 137 Live
Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 0 91 LiveReplacement Uniform (PLF) Top 0' 0.00" 18' 0.00" 9 2 Live
Replacement Uniform (PLF) Top 0' 0.00" 18' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 1' 1.50" 2' 3.00" 52 0 SnowReplacement Uniform (PLF) Top 1' 1.50" 2' 3.00" 50 143 Live
Replacement Uniform (PLF) Top 2' 3.00" 3' 4.50" 70 0 Snow
Replacement Uniform (PLF) Top 2' 3.00" 3' 4.50" 50 148 Live
Replacement Uniform (PLF) Top 3' 4.50" 4' 6.00" 89 0 Snow
Replacement Uniform (PLF) Top 3' 4.50" 4' 6.00" 50 153 LiveReplacement Uniform (PLF) Top 4' 6.00" 5' 7.50" 108 0 Snow
Replacement Uniform (PLF) Top 4' 6.00" 5' 7.50" 50 157 Live
Replacement Uniform (PLF) Top 5' 7.50" 6' 9.00" 126 0 SnowReplacement Uniform (PLF) Top 5' 7.50" 6' 9.00" 50 162 Live
Replacement Uniform (PLF) Top 6' 9.00" 7' 10.50" 145 0 Snow
Replacement Uniform (PLF) Top 6' 9.00" 7' 10.50" 50 166 LiveReplacement Uniform (PLF) Top 7' 10.50" 9' 0.00" 163 0 Snow
Replacement Uniform (PLF) Top 7' 10.50" 9' 0.00" 50 171 Live
Replacement Uniform (PLF) Top 9' 0.00" 10' 1.50" 182 0 Snow
Replacement Uniform (PLF) Top 9' 0.00" 10' 1.50" 50 176 Live
Replacement Uniform (PLF) Top 10' 1.50" 11' 3.00" 209 0 Snow
Replacement Uniform (PLF) Top 10' 1.50" 11' 3.00" 50 182 Live
Replacement Uniform (PLF) Top 11' 3.00" 15' 0.00" 50 191 Live
Replacement Uniform (PLF) Top 11' 3.00" 15' 0.00" 242 0 SnowReplacement Uniform (PLF) Top 15' 0.00" 18' 0.00" 242 0 Snow
Replacement Uniform (PLF) Top 15' 0.00" 18' 0.00" 50 282 Live
Point (LBS) Top 0' 4.63" 0 6 LivePoint (LBS) Top 0' 4.63" 12 3 Snow
Point (LBS) Top 0' 4.63" 24 0 Snow
Point (LBS) Top 0' 4.63" 44 235 LivePoint (LBS) Top 0' 4.63" 3 374 Live
Point (LBS) Top 0' 4.63" 1003 0 Snow
Point (LBS) Top 12' 3.00" -236 0 Snow
Point (LBS) Top 12' 3.00" -1 -17 Live
1 2
15 0 0 3 0 0
18 0 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" 4429# --
2 15' 0.000" Wall N/A N/A 1.500" 5518# -16#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Snow Dead
1 674# 1849# 2537#
2 914# 2203# 3180#
Design spans
14' 7.375" 3' 0.000" (right cant)
CS Structure™ 2.6.24[Build 1]kmBeamEngine 4.11.19.1Materials Database 1507
Jayne & rodger - Level 6 9-23-14
4:23pm
2 of 2
All product names are trademarks of their respective owners Copyright (C) 2013 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.
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
NOTE: Pass-thru framing is required at point loads over bearings.
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 11734.# 38167.# 30% 7.86' Odd Spans D+0.75(L+S)
Negative Moment 2495.# 38167.# 6% 15' Total Load D+0.75(L+S)
Shear 3306.# 13622.# 24% 14.27' Total Load D+0.75(L+S)
TL Deflection 0.3043" 0.7307" L/576 7.69' Odd Spans D+0.75(L+S)
LL Deflection 0.1258" 0.4872" L/999+ 7.86' Odd Spans 0.75(L+S)
TL Defl., Rt. -0.1905" 0.3000" 2L/377 18' Odd Spans D+0.75(L+S)LL Defl., Rt. -0.0855" 0.2000" 2L/842 18' Odd Spans 0.75(L+S)
Control: TL Defl., Rt.
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
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table