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Dr. M.E. Haque, P.E. (Load Calculations) Page 1 of 6 Load Calculations According to ASCE 7: ... Edge Beams without cantilever slabs 2 Interior Beams 2 All other members not identified above, including 1 ... u = 1.2 D + 1.6 L = 100800 + 44784 = 145584 lbs = 145.58 kips Required axial force (LRFD), Pu = 145.58 kips. Title:. Weight of the I - beam section. = volume × density. = 0.026592 cu.m. × 7850 kg/cu.m. Here, the density of steel is taken as 7850kg/cu.m. for the calculation purpose. Weight = 208.747 kg. NOTE : 1. When the flange width is unequal, we have to calculate the area of the top and bottom flanges separately. 2. I‐Beam Cantilever Capacity Chart: Column Type / Capacity (lbs) Column Type: Tower Height: 144" Tower Height: 168" 2011. W8X18 W8X21 W8X24 W10X26 W12X30 W14X34 W14X38 Arm Length: ... I‐Beam Cantilever Capacity Chart: Column Type / Capacity (lbs) Column Type: Tower Height: 2011.