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• <br /> • <br /> PROJECT: Cross Dock <br /> �— 51 IVIiC FOR: Tuff Shed Jeffery Beag <br /> — 'YIrIC �t r i I,,r: ADDRESS: 6501 Rainier Dr., <br /> Everett,WA <br /> SHEET#: 15 <br /> MATERIAL HANDLING ENGINEERING CALCULATED BY: tchang <br /> EST 1985 <br /> DATE: 6/11/2024 <br /> TEL:(909)869-0989 PN: 20240523 5 <br /> 1130 E.CYPRESS ST,COVINA,CA 91724 — <br /> Beam to Column Analysis:Type 144" <br /> 1,Shear Strength of Tab <br /> Height of the Tab h=0.6 in. <br /> Thickness of the Tab t,=0.135 in. <br /> FY= 55000 psi 11 <br /> Cv= LO i �r <br /> V„= 0.6 FY•Aw Cv=26731bs AISC G2-1 F �r <br /> Pshear= 4•V =0.9.2673=2405 Is i Ir <br /> 2.Bearing Strength of Tab <br /> Thickness of the column to=0.08 in. <br /> Apb= h•to=0.05in. <br /> R„= 1.8•FY•Apb=44551bs AISC J7-1 <br /> PB„= •R„=0.75.4455=3341 lbs <br /> 3.Moment Strength of Bracket <br /> Edge Dist.=1 in. <br /> TC;;p= 0.179 in. <br /> Sc„, 0.127 in.' <br /> M„= So•Fy=6985 in-lbs AISI C3.1.1 -1 <br /> MS�ng1h= 4)M,,=0.9•M„=0.9•SC1p•FY=6286.5in-lbs <br /> C= 2.65 <br /> d= Edge Dist./2=0.5 in. <br /> Ms„e„gm= c d <br /> Pap= MS„„g1h/(c•d)=4749 lbs <br /> Minimum Value of Pl Governs <br /> P1= Min(Pshear,PBed„g,PC11)=2405 lbs <br /> MCoM-Allow (P1.8,5)+(Pi•(6.5/8.5)•6.5)+(PI•(4.5/8.5)•4.5)+(P1•(2.5/8.5)•2.5)+(P1•(0.5/8.5)•0.5)= <br /> = 39965.44 in-lbs <br />