5 W 3 E B F 1 5 M 1 M 2m1m1 5 M 1 5 M D 1 (7.86 KiB) Viewed 18 times
Consider the compound beam shown in (Figure 1). Suppose
that P1 = 850 N, P2 = 1160 N, w = 430 N/m, and
point EE is located just to the left
of 850 N force. Follow the sign convention.
a) Determine the internal moment at point E.
b) Determine the internal shear force at point F.
c) Determine the internal moment at point F.
5 W 3 E B F -1.5 m 1 m 2m1m1.5 m 1.5 m D
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