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L_ .1 PROBLEM 5.49 "' ‘10 klP'H s49 Ugigg the methbds «Smog; 5.3, solve Prob. 5.15. 5.15 and 5.16 Draw the shear and bendingmoment diagrams for the beam and
loading shown, and determine the maximum absolute value (a) of the shear, (b) of the SOLUTION +DENC=O ~6A + (3)08) 431%) = o
A "' —G klfas LO. Q kilns L +92!“A =0 60.— C3Z8)—(°0C3L>) r o
C. =' 5‘} I695 1‘ Areas an Aer shear diagram
A 40 C 5V3): :: (éKéQHUGJ
: “90 k‘P H.
c +. B 5v .444 — (3m): «:0 am Bandung momen‘l‘s MA: 0
MG: MA+$VM = o — ‘10 a 90 “w“
M3: H¢*SVI‘u “acne o MameUhx Ivl r so my; Maximum lM\= qo kip‘H’ ...
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 Summer '10
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