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• �oB• Craft Residence Shed <br /> � Mark A. Codispoti, P�E. ��BN� 04-1�I <br /> �118 N 5th Street SHEETNO. W�Z OF 3 <br /> T�com�, WA 98403 BY MAC DATE May 2017 <br /> CHECKED DATE <br /> STUD BEARIfVG UVALL DESIGN <br /> FOR VERTICAL & OUT OF PLANE LATERAL LOADS <br /> Project:04.Craft <br /> Location:Bearing Wall Design-East Elevation <br /> Column <br /> [2015 international Building Code(2015 NDS)] <br /> 1.51Nx5.51Nx10.5FT@160.C. <br /> Stud-Hem-Fir-Dry Use <br /> Section Adequate By:40.8% <br /> StruCalc Version 10.0.1.1 5/1/2017 11:47:35 AM <br /> DEFLECTIONS LOADING DIAGRAM <br /> Deflection due to lateral loads only: Defl= 0.29 IN=L/431 <br /> Live Load Deflection Criteria: LI180 <br /> VERTICAL REACTIONS <br /> Live Load: Vert-LL-Rxn= 400 Ib <br /> Dead toad: Vert-DL-Rxn= 240 ib B <br /> Total Load: Vert-TL-Rxn= 640 ib <br /> HORIZONTAL REACTIONS � <br /> Total Reaction at Top of Column: TL-Rxn-Top= 140 Ib <br /> Total Reaction at Bottom of Column: TL-Rxn-Bottom= 140 Ib <br /> COLUMN�ATA <br /> Total Column Length: 10.5 ft <br /> Unbraced Length(X-A�ds)Lu: 10.5 ft <br /> Unbraced Length(Y-Axis)Ly: 0 ft <br /> Column End Candition-K(e): 1 <br /> Axial Load Duration Factor 1.15 �p.$ <br /> Lateral Load Duration Factor(Wind/Seismic) 1.33 <br /> STUD PROPERTIES <br /> Stud-Hem-Fir <br /> Base Values Adjusted <br /> Compressive Stress: Fc= 800 psi Fc'= 563 psi <br /> Cd=9.33 Cp=0.53 <br /> Bending Stress(X-X Axis): Fbx= 675 psi Fbx'= 1032 psi <br /> Cd=1.33 CF=1.00 Cr-1.95 C1=1.00 <br /> Bending Stress(Y-Y Axis): Fby= 675 psi Fby'= 1032 psi <br /> Cd=9.33 CF=1.00 Cr-1.15 <br /> Modulus of Elasticity: E= 1200 ksi E'= 1200 ksi <br /> A <br /> Stud Section(X-X Axis): dx= 5.5 in <br /> Stud Section(Y-Y/Uds): dy= 1.5 in AXIAL LOADING <br /> Area: A= 8.25 in2 Live Load: PL= 300 plf <br /> Section Modulus(X-X Axis): Sx= 7.56 in3 Dead Load: PD= 168 plf <br /> Section Modulus(Y-Y Axis): Sy= 2.06 in3 Column Self Weight: CSW= 16 plf <br /> Slendemess Ratio: Lex/dx= 22.91 Total Axial Load: PT= 484 pIf <br /> Leyldy= 0 <br /> LATERAL LOADING (Dy Face) <br /> Stud Calculations(Controlling Case Only): Uniform Laterai Load: wL-Lat= 20 psf <br /> Controlling Load Case:Axial Dead Load and Lateral loads(D+W or E) <br /> Actual Compressive Stress: Fc= 29 psi <br /> Allowabie Compressive Stress: Fc'= 563 psi <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib <br /> Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib <br /> Moment Due to Lateral Loads(X-X Axis); Mx= 368 ft-Ib <br /> Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-Ib <br /> Bending Stress Lateral Loads Only(X-X Axis): Fbx= 583 psi <br /> Aliowable Bending Stress(X-X Axis): Fbx'= 1032 psi <br /> Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi <br /> Allowable Bending Stress(Y-Y Axis): Fby'= 1032 psi <br /> Combined Stress Factor: C5F= 0.59 <br /> � �� �r <br />