Report Project: Eggiman Roof Beams z Paso
---- ' Todd Rowell
bi
Location:CJ3 "` ` Rowell Engineering
Multi-Loaded Multi-Span Beam •"If,4' _ 10570 SE Washington Street Ste 212
[2015 International Building Code(2012 NOS)) Portland, or
.-„� •-Poand,OR 97216
1.5 INx9.25INx 18.0 FT(13+5)
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/1/2017 7:22:21 PM
Section Adequate By: 14.6%
Controlling Factor:Moment
PEFLECTIONS Center Right LOADING DIAGRAM
Live Load 0.22 IN 0725 -0.26 IN 211454
Dead Load 0.04 in -0.02 in
Total Load 0.26 IN 11607 -0.28 IN 2L/422
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: 11240
REACTIONS A
Live Load 345 lb 660 lb
Dead Load 89 lb 199 lb
Total Load 434 lb 859 lb
Bearing Length 0.46 in 0.92 in
SEAM DATA Center Right " w
Span Length 13 ft 5 ft
Unbraced Length-Top O ft O ft 13 ft s ft
Unbraced Length-Bottom 13 ft 5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES UNIFORM LOADS Center Right
#2-Douglas-Fir-Larch Uniform Live Load 53 plf 53 plf
Base Values Adjusted Uniform Dead Load 13 plf 13 plf
Bending Stress: Fb= psi Fb'= 555 psi Beam Self Weight 3 plf 3 plf
Cd=1.00 C1=0.56 CF=1.10 Total Uniform Load 69 plf 69 plf
Shear Stress: Fv= 180 psi Fv'= 180 psi
Cd=1.00
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi
Comp.-L to Grain: Fc-- = 625 psi Fc-1'= 625 psi
Controlling Moment: -863 ft-lb
Over right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2, 3
Controlling Shear: -515 lb
At right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2, 3
Comparisons with required sections: Read Provided
Section Modulus: 18.67 in3 21.39 in3
Area(Shear): 4.29 in2 13.88 in2
Moment of Inertia(deflection): 78.59 in4 98.93 in4
Moment: -863 ft-lb 988 ft-lb
Shear: -515 lb 1665 lb
NOTES
Projdct:Eggiman Roof Beams page
`' Todd Rowell
Location:CJ3 �,—
Rowell Engineering
Multi-Loaded Multi-Span Beam `'` `' 10570 SE Washington Street Ste 212
[2015 International Building Code(2012 NDS)J of
1.5 IN x 9.25 IN x 18.0 FT(13+5) Y ma: Portland,OR 97216
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/1/2017 7:22:23 PM
Section Adequate By: 14.6%
Controlling Factor:Moment
VMD DIAGRAM
600. , 382 lbs 0 fl
300
Shear(lbs)
0
300—
-600
-515lbs @13ft
2000 1058 ft-lbs @ 8 ft
1000...
Aoment(ft-Ib)
0
-1000
•2000
-863ft-lbs @13ft
-0.265 in @ 18 ft
-0.15—
)election(in)
0
0.15
0.21Sin@6.5ft
A 13ft 'r _ _ Sft