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C ISTC; = HERING, INC I STRUCTURAL ANALYSIS& DESIGN <br /> Refer'to the analysis (below) for distributive loads <br /> 3m7 -4.x6DF#2 <br /> 5.40ft <br /> 1593 1593 <br /> Col Col <br /> Shear <br /> Moment <br /> HDR—Analysis of Bm 7 - 4 x 6 DF #2 <br /> **NOTE THE LOADS SHOWN ABOVE ARE UNFACTORED - SEE BELOW FOR FACTORED LOADS** <br /> ->Design Loads: <br /> Notes: (1) Point and distributive loads are sequential. <br /> (2) wD = Dead, wS = Snow, wL = Live, wW = Wind (similar for point loads). <br /> (3) All loads are measured from the left end of member. <br /> ->Distributive load on beam, w0 - from level 2 <br /> ->From location 0.00 ft to 5.40 ft <br /> Compute typical distributive loads <br /> Joist cantilever span 1, a = 0.00 ft <br /> Joist cantilever span 2, c = 0.00 ft <br /> b1 = L1 - a - c = 15.54 - 0.00 - 0.00 = 15.54 ft <br /> b2 = L2 - a - c = 15.54 - 0.00 - 0.00 = 15.54 ft <br /> wlorw2 = load, psf x L x (L - 2 x c) / (2 x bl or b2) <br /> wS = 25.00 psf x 15.54 ft x (15.54 ft - 2 x 0.00) / (2 x 15.54) = 194.27 lb/ft <br /> wD = 15.00 psf x 15.54 ft x (15.54 ft - 2 x 0.00) / (2 x 15.54) = 116.56 lb/ft <br /> Phone: (425) 343-7517 I Fax (425) 493-8388 Page 4 of 5 <br />