48 -029 CS Beam Calc-RidgeviewDev-GarageHeader4-Lot6-RidgeviewEstates-Northampto...CS Beam 2016.11.3.1
kmBeamEngine 2016.9.0.3
Materials Database 1558
RIDGEVIEW DEVELOPMENT LLC
LOT 6 RIDGEVIEW ESTATES
NORTHAMPTON, MA
4- 7-17
9:33am
1 of 2
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Bill Lucas
Kelly Fradet Lumber
587 North Main St
East Longmeadow, Mass
413-785-1558
Member Data
Description: HEADER 4 Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total 1.000" max. LL
Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 15.6 PLF
Filename: Beam1
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 22' 0.00" 0 30 Live
Replacement Tapered (PLF) Top 0' 0.00" 11' 0.00" 0 0 0 90 Live
Additional Tapered (PLF) Top 11' 0.00" 22' 0.00" 0 0 90 0 Live
1 2 3 4
2 10 8 16 3 0 2 10 8
22 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 5.500" 1.500" -- -828#
2 2' 10.500" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 3.500" 1.500" 1808# --
3 19' 1.500" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 3.500" 1.500" 1808# --
4 22' 0.000" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 5.500" 1.500" -- -828#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead
1 -828#
2 1808#
3 1808#
4 -828#
Design spans
2' 5.875" 16' 3.000" 2' 5.875"
Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 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.
No lateral bracing required along the bottom chord.
Review gravity uplift reaction force of 829lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 829lbs at bearing 4 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1546.'# 29874.'# 5% 11' Total Load D
Negative Moment 2229.'# 29874.'# 7% 19.12' Total Load D
Negative Unbrcd 2229.'# 29874.'# 7% 19.12' Total Load D
Shear 908.# 10848.# 8% 2' Total Load D
Max. Reaction 1808.# 15258.# 11% 19.12' Total Load D
TL Deflection 0.0337" 0.8125" L/999+ 11' Total Load D+L
Control: Max. Reaction
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 4 %