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OFFICE COPY
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4- RECEIVED
APR 2 4 2017
CITY OF TIGARD
1 SUILDING DIVISION
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REVIEWEQ FOR CODE COMPLIANCE
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OFFICE page
Project: Tom Hoch
Location:Multi-Loaded Multi-Span Beam 1 , ; City of Tigard
Multi-Loaded Multi-Span Beam * 8720 SW Burnham St of
[2009 International Building Code(2005 NDS)] Tigard,OR 97223
5.5 IN x 6.0 IN x 6.5 FT
24F-V8-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/25/2017 12:32:33 PM
Section Adequate By:586.8% LOADING DIAGRAM
Controlling Factor:Deflection
DEFLECTIONS Center
Live Load 0.03 IN L/2472
Dead Load 0.00 in
Total Load 0.04 IN U2202
Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 455 lb 455 lb
Dead Load 56 lb 56 lb
Total Load 511 lb 511 lb
Bearing Length 0.14 in 0.14 in
BEAM DATA Center
Span Length 6.5 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 6.5 ft UNIFORM LOADS Center
Live Load Duration Factor 1.00 Uniform Live Load 140 plf
Camber Adj.Factor 1 Uniform Dead Load 10 plf
Camber Required 0 Beam Self Weight 7 plf
Notch Depth 0.00 Total Uniform Load 157 plf
MATERIAL PROPERTIES
24F-V8-Visually Graded Western Species
Base Values Adjusted
Bending Stress: Fb= 2400 psi Controlled by:
Fb_cmpr= 2400 psi Fb'= 2400 psi
Cd=1.00
Shear Stress: Fv= 265 psi Fv'= 265 psi
Cd=1.00
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi
Comp.1 to Grain: Fc- L= 650 psi Fc- = 650 psi
Controlling Moment: 830 ft-lb
3.25 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 511 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Rea'd Provided
Section Modulus: 4.15 in3 33 in3
Area(Shear): 2.89 int 33 in2
Moment of Inertia(deflection): 14.42 in4 99 in4
Moment: 830 ft-lb 6600 ft-lb
Shear: 511 lb 5830 lb
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