24A-252 (2) CS seam4.605 19 Pirgrim Dr %J� 9-10-14
Materials Database se 140 ���V�
Materials DaEabase 1442 / __ (/ r Northampton Ma V,r[_, 12:16pm
1 of 1
Member Data
Description: Member Type:Beam Application:Floor
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: 9.4 PLF
Filename:10 ft beam
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 10' 0.00" 15' 0.00" 35 15 Snow
O 1000
1000
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 3852# --
2 10' 0.000" Wall Steel N/A 1.500" 3852# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to<anytng members
Snow Dead
1 2663# 11891E
2 2663# 1189#
Design spans
10' 1.750"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
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 maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 9771.'# 16051.'# 60% 5' Total Load D+S
Shear 3251.# 72654 44% -0.06' Total Load D+S
TL Deflection 0.3620" 0.5073" U336 5' Total Load D+S
LL Deflection 0.2503" 0.3382" U486 5' Total Load S
Control: LL Deflection
DOLS: Live=1009/6 Srlcav=115% Roof=125% Wind=160%
All product names are trademarks of their respective owners Doug Hodgins
rk Miles Inc.
Copyright(C)2013 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED.
"Passing is defined aswhen the member,fioorjoist,beam orgirdet shown on thisdrewing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on thissheet.
The design must be reviewed by a qualified designer ordesign professional as required for approval.This design assumes product installation acoortling to the manufacturers
specifications.