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Y b = 60 m a = 50 mm D н| P = 15 KN B X 2 P2 = 18 KN Figure (13) 161- For problem Figure (13), at the transverse section of m

164- For problem Figure (13), at the transverse section of member contains the Points H and K, The value of the moment M, is

d) Shear force. 169- For problem Figure (13), at Points H, the normal stress equals nearly a) + 107.4 MPa b) + 71.2 MPa c) +

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