30B-025 (2) Porto/Folly 4-4-14
Northampton 4:44pm
E 1of1
KcyBeamCh 4.6004
kmBeamEngine 4.6026
Materials llatabasc 1472
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total 1.250"max. LL
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 14.0 PLF
Filename: KYB1
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 11' 9.00" 12' 7.00" 30 10 Live
Additional Uniform(PLF) Top 0' 0.00" 11' 9.00" 0 56 Live
Additional Uniform PLF Top 0' 0.00" 11' 9.00" 100 0 Live
O 11 9 0 0
11 9 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 Or 0.000" Wall N/A N/A 1.500" 4005#
2 11' 9.000" Wall N/A N/A 1.500" 4005#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 2840# 1165#
2 2840# 1165#
Design spans
11'10.750"
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
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
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 11910.1# 21774.'# 54% 5.88' Total Load D+L
Shear 3472.# 9476.# 36% -0.06' Total Load D+L
TL Deflection 0.4044" 0.5948" L/352 5.88' Total Load D+L
LL Deflection 0.2868" 0.3965" L/497 5.88' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 4%
All product names are trademarks of their respective owners
Copyright(C)2013 by Simpson Strang-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
des,n most be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer s specifications.