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The steel beam has the cross-sectional area shown. (Figure 1) Part A If w = 5.5 kip/ft, determine the absolute maximum bendin

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RA tro= 88 cruien w=5.skiplft 44KIP 44 XP III RAPA AR 8 bl 4 fo eft & fyco RAT Ro 44 -4 4-o EMA=0 fa (24) - 44 x (8+8+4) – 44D 44 Kip р B А с S.fdargram Bending moment calculation Bim at A=0 4 4x8 - 5.5x 8x8 176 kip-ft Bim at ca 2 Bimat D = 44216-5.5D = loto 3+0.3 D D=10.6 in b12 Бір. d d = loin B = 8 in b= 8-0.3= 7.7in B I= I (BOD²- bd3) I (8 41063 - 7.7*103) 12 12 I = 1plz upvote and comment if answer is wrong

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