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18 kips 3 kips/ft VD 6 ft - 6 ft Fig. P5.75 3 ft
5.75 and 5.76 Knowing that the allowable normal stress for the steel used is 24 ksi, select the most economical S-shape beam
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Answer #1

r 3 klft y 18k Support Teactions - EMA=0 TRA TRC 1 buvo RC X 12 -18x 154 3 4 6x3 - RC = 324 - 27 kN (1) lo 12.5 1/tve RATR CEplease like sir

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