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S S bx (0 I4_zA8 <br /> ..-- ---- .- f ,4 ytite i2" c/1 Oe . <br /> Customer: Joel )t)C k Job: S►k. 0: 'K. Date: 46-99 <br /> Simple Beam Calculations <br /> Span(:.) Span 130 = Allow_ Det <br /> Allowable Def 28 30 0.93 <br /> Span(L) x 1/2 Jst/trus$ x Load x Levels kips(P) <br /> Uniform Load 28 8.5 90 1 21.42 <br /> 40#!ive+50#dead - <br /> Uniform Load We Dc <br /> Constants 1040 1.6 <br /> Calculation kips(P) / (Wc/L) X (DcxLxL11000) = Deflection <br /> 21.42 37.14 1.25 0.72 <br /> USE W16 X 40 <br /> Concentrated Load Calculations <br /> (BPab)/LxL <br /> Conc Load kips/2(P) Span(L) a CL-b) b (L-a) Cone Load <br /> At Any Point 10.71 0 0 0 #DIV/D! <br /> Beam Calculations w/Concen Load <br /> Span(L) Span 130 = Allow Def. <br /> Allowable Del 0 30 0.00 <br /> Span(L) x?/2 Jstitruss x Load x L.evels kips(P) Conc Ld kips(P) <br /> Uniform Load 0 0 60 1 0.00 #DIV10! #DMO! <br /> Uniform Load We Dc <br /> Constants Q 0 <br /> Calculation kips(P) / (Wc/L) X (DcxLxL/1000) = Deflection <br /> #DIV/O! #DIV/0! 0.00 #DIVia <br /> USE 0 <br /> Note These calculations are not certified by a structural engineer. . <br /> Delivery: <br /> Paint: <br /> Comments: <br /> Z0 3Oad S.H9I3 N2i3H1210N 96IZZ9t'ZI9 S£:80 666T/60/t,0 <br />