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41-056 CS Beam Calc-RidgeviewDev-GarageHeader-Lot13-NorthamptonCS Beam 2016.7.0.11 kmBeamEngine 2016.7.0.2 Materials Database 1555 RIDGEVIEW DEVELOPMENT LLC LOT 13 RIDGEVIEW ESTATES NORTHAMPTON, MA 9-23-16 1:51pm 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: GARAGE HEADER 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: 10 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Filename: Beam1 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Tapered (PLF) Top 0' 0.00" 11' 0.00" 0 0 20 100 Live Additional Tapered (PLF) Top 11' 0.00" 22' 0.00" 0 0 100 20 Live 1 2 3 4 3 0 0 16 0 0 3 0 0 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" -- -747# 2 3' 0.000" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 3.500" 1.500" 1614# -- 3 19' 0.000" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 3.500" 1.500" 2036# -- 4 22' 0.000" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 5.500" 1.500" -- -850# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 -100# -646# 2 166# 1448# 3 503# 1533# 4 -192# -657# Design spans 2' 7.375" 16' 0.000" 2' 7.375" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 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 748lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 851lbs at bearing 4 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1576.'# 21845.'# 7% 11.8' Even Spans D+L Negative Moment 2400.'# 21845.'# 10% 19' Total Load D+L Negative Unbrcd 2400.'# 21845.'# 10% 19' Total Load D+L Shear 965.# 9642.# 10% 19.01' Total Load D+L Max. Reaction 2036.# 15258.# 13% 19' Total Load D+L TL Deflection 0.0652" 0.8000" L/999+ 11.01' Even Spans D+L LL Deflection 0.0112" 0.5333" L/999+ 12.09' Even Spans L Control: Max. Reaction DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 %