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Aryam Design & Build <br />Project <br />1513 McFadden <br />Job Ref. <br />25073 <br />Section <br />(E) 6x12 CHK for ROOF DL+LL <br />Sheet no./rev. <br /> 4 <br />Calc. by Date Chk'd by Date App'd by Date <br />Actual shear stress - eq.3.4-2;fv = 3  F / (2  A) = 61 lb/in2 <br />fv / Fv' = 0.356 <br />PASS - Design shear stress exceeds actual shear stress <br />Deflection - cl.3.5.1 <br />Modulus of elasticity for deflection;E' = E  CME  Ct  CiE = 1600000 lb/in2 <br />Design deflection;adm = 0.004  Ls1 = 0.960 in <br />Total deflection;b_s1 = 0.824 in <br />b_s1 / adm = 0.859 <br />PASS - Total deflection is less than design deflection