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Consider the given beam and loading where P= 5 kips. (For W14 x 22, S= 29.0 in3.) 10 kips P с D B I WI4 X 22 -5 ft S ft 5 ft

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Cruen P=Skips s=29.oin 3 lokips P=Skips be 5ft + 5ft k Pro { Fy=0 Rc + RB - 5-10=0 Ret PB = 15 M MB=0 5. (5+8+5) - Rca (875)Bendergnoment calculation Bimat c = - 5x5 = - 25kip-ft B. Mat D = – 54 (5+8) + 10.7748 = 21.16 Kip-ft B.Mat B = 0 21.16 Bim)plz comment if you have any doubts

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