CS Beam A CalcCS Beam 2021.5.0.8
kmBeamEngine 2018.9.0.1
Materials Database 1587
D'Amour
272 Old Wilson Rd
7-21-22
1:07pm
1 of 1
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: Beam A Member Type: Beam Application: Floor
carrting beam Top Lateral Bracing: Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 14.4 PLF
Filename: Carrying Bea
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 16' 0.00" 10' 0.00" 40 10 Live
Additional Uniform (PSF) Top 0' 0.00" 16' 0.00" 5' 9.00" 40 10 Live
Additional Uniform (PSF) Top 0' 0.00" 16' 0.00" 8' 6.00" 40 10 Live
Additional Uniform (PSF) Top 0' 0.00" 35' 10.00" 14' 2.00" 40 10 Live
1 2 3 4 5
8 0 0 7 7 8 7 4 8 12 10 0
35 10 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel 5.500" 1.598" 6293# --
2 8' 0.000" Wall Steel 8.000" 4.584" 18051# --
3 15' 7.500" Wall Steel 8.000" 2.900" 11418# --
4 23' 0.000" Wall Steel 8.000" 2.614" 10293# --
5 35' 10.000" Wall Steel 5.500" 1.500" 4073# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 5129# 1163#
2 14409# 3642#
3 9657# 1761#
4 8255# 2038#
5 3224# 849#
Design spans
7' 7.375" 7' 7.500" 7' 4.500" 12' 5.375"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
NOTE: Nails must be applied from both sides
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00' along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10702.'# 21774.'# 49% 30.47' Even Spans D+L
Negative Moment 13560.'# 21774.'# 62% 8' Adjacent 1 D+L
Negative Unbrcd 13560.'# 21774.'# 62% 8' Adjacent 1 D+L
Shear 7617.# 9476.# 80% 7.24' Adjacent 1 D+L
Max. Reaction 18051.# 31500.# 57% 8' Adjacent 1 D+L
TL Deflection 0.3541" 0.6224" L/421 29.85' Even Spans D+L
LL Deflection 0.2850" 0.4149" L/524 29.85' 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 %