5117 SEAVIEW WAY 2023-06-22 - Laserfiche WebLink

• ' Project:Terry Thomas DEck case Location:Dble Jst „,i-4a12. AmericanHomePlanners Uniformly Loaded Floor Beam 2812 Colby Avenue of [2015 International Building Code(2012 NDS)) Everett WA 98201 (2)1.5 IN x 7.25 IN x 5.0 FT #2-Hem-Fir-Wet Use StruCalc Version 9.0.2.5 9/17/2019 3:34:39 PM Section Adequate By: 109.3% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center WADING DIAGRAM Live Load 0.03 IN L/1762 Dead Load 0.01 in Total Load 0.04 IN L/1393 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 675 lb 675 lb Dead Load 179 lb 179 lb Total Load 854 lb 854 lb Bearing Length 1.05 in 1.05 in )SEAM DATA Center Span Length 5 ft Unbraced Length-Top 0 ft ` • A stc Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Hem-Fir Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 60 psf 40 psf Bending Stress: Fb= 850 psi Fb'= 1020 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.20 Floor Tributary Width FTW= 4.5 ft 0 ft Shear Stress: Fv= 150 psi Fv'= 146 psi Cd=1.00 Cm=0.97 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1300 ksi E'= 1170 ksi BEAM LOADING Cm=0.90 Beam Total Live Load: wL= 270 plf Comp.-I-to Grain: Fc- L= 405 psi Fc- L'= 271 psi Beam Total Dead Load: wD= 68 plf Cm=0.67 Beam Self Weight: BSW= 4 Of Controlling Moment: 1067 ft-lb Total Maximum Load: wT= 342 plf 2.5 ft from left support Created by combining all dead and live loads. Controlling Shear: -649 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 12.56 in3 26.28 in3 Area(Shear): 6.69 in2 21.75 in2 Moment of Inertia(deflection): 19.47 in4 95.27 in4 Moment: 1067 ft-lb 2234 ft-lb Shear: -649 lb 2110 lb NOTES