10D-019 1st floor Beam CalcCS Structure™ 2.14.50 [Build 4]
kmBeamEngine 4.13.4.1
Materials Database 1530
JazabEd167MainStLeeds101515 -10-23-15
2:08pm
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All product names are trademarks of their respective owners
Copyright (C) 2015 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: CalcB7 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: 17.6 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" 10' 2.00" 478 120 Live
Replacement Uniform (PLF) Top 10' 2.00" 14' 4.50" 460 172 Live
Replacement Uniform (PLF) Top 14' 4.50" 18' 3.75" 229 57 Live
Replacement Uniform (PLF) Top 18' 3.75" 20' 2.00" 229 57 Live
Replacement Uniform (PLF) Top 20' 2.00" 21' 2.63" 478 120 Live
Replacement Uniform (PLF) Top 21' 2.63" 23' 10.00" 478 120 Live
Replacement Uniform (PLF) Top 23' 10.00" 30' 5.00" 478 120 Live
Point (LBS) Top 0' 7.13" 546 320 Live
Point (LBS) Top 10' 0.50" 1435 476 Live
Point (LBS) Top 14' 4.50" 1695 1166 Live
Point (LBS) Top 20' 3.75" 0 24 Live
Point (LBS) Top 30' 0.38" 1465 849 Live
1 2 3 4
10 2 0 10 0 0 10 3 0
30 5 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 1.508" 3364# --
2 10' 2.000" Wall SPF Plate (425psi) N/A 4.690" 10465# --
3 20' 2.000" Wall SPF Plate (425psi) N/A 3.219" 7183# --
4 30' 5.000" Wall SPF Plate (425psi) N/A 2.199" 4907# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 2618# 746#
2 7652# 2814#
3 5335# 1848#
4 3584# 1323#
Design spans
9' 6.875" 10' 0.000" 9' 10.375"
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 7431.# 33189.# 22% 14.38' Even Spans D+L
Negative Moment 8185.# 33189.# 24% 10.17' Adjacent 1 D+L
Shear 4112.# 11845.# 34% 10.18' Adjacent 1 D+L
TL Deflection 0.0614" 0.5000" L/999+ 14.67' Even Spans D+L
LL Deflection 0.0526" 0.3288" L/999+ 25.1' Odd 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