Specifications " L'k? QIS—03-415
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1419 Washington Street,Suite 100 __ Checked 46V m
Oregon City,OR 97045 V 0 M Dive r.
Project No. -
Work:503-657-9800 Fax:503-656-0186
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Project: 17-069 Oak Tree Apts. RepairsDustin Selby - : -
Location:Mair Stringer 1 �,
Mujt Loaded Multi-Span Beam StruCalc Version 1C- 4-..4- �. 5/10/10.8 5:22:P4 PM
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[2015 International Building Code(2015 NDS)]
3.5�IN x 13.5 IN x 14.25 FT (Actual 17 FT)
124F-V4-Visually Graded Western Species-Wet Use - .-
Section Adequate By: 157.8%
'Controlling Factor:Deflection -
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.22 IN U928
Dead Load 0.10 in
Total Load 0.32 IN L/644
Live Load Deflection Criteria: 11360 Total Load Deflection Criteria:U240
REACTIONS A_
Live Load 1277 lb 1277 lb
Dead Load 563 lb 563 lb
Total Load 1840 lb 1840 lb
Bearing Length 1.53 in 1.53 in
w
BEAM DATA Center
Span Length 14.25 ft
Unbraced Length-Top 1 ft A 14.25ft B
Unbraced Length-Bottom 14.25 ft
Beam End Elevation Difference 9.26 ft
Live Load Duration Factor 1.00
0 UNIFORM LOADS Center
Camber Adj. Factor
Uniform Live Load 179 plf
Camber Required 0
Notch Depth 0.00 Uniform Dead Load 56 plf
Beam Self Weight 10 plf
MATERIAL PROPERTIES Total Uniform Load 245 plf
24F-V4-Visually Graded Western Species
Base Values Adjusted
Bending Stress: Fb= 2400 psi Controlled by:
Fb_cmpr= 1850 psi Fb'= 1913 psi
Cm=0.80 Cl=1.00
Shear Stress: Fv= 265 psi Fv'= 232 psi
Cd=9.00 Cm=0.88
Modulus of Elasticity: E= 1800 ksi E'= 1499 ksi
Cm=0.83
Comp.-I-to Grain: Fc- = 650 psi Fc- = 345 psi •
Cm=0.53 •
Controlling Moment: 6554 ft-lb
7.127 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -1543 lb
`+ 14.255 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 41.1 in3 106.31 in3
Area(Shear): 9.98 in2 47.25 in2
Moment of Inertia(deflection): 278.35 in4 717.61 in4
Moment: 6554 ft-lb 16951 ft-lb
Shear: -1543 lb 7304 lb
NOTES
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1419 Washington Street,Suite 100 .._ .. Checked
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