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draw moment and shear diagram
30 k 2 k/ft B с -6ft -10 ft 4k ие
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Answer #1

uler 30k 267 LIIT & c G F6ft -> 198+ Ry = 24K = 76K shear force. 30k W = 24/24 Je B section V=RA = 26 <- 1 w of 43 B c sectiosection BC M, E-R () + 30 (2-6) at x = logt M-2600) + 30(4) Mc = a 140 K.ft section CD Mes - RA(a) +30(+6) + px&*70) X(ante)please leave rating thank u

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