5 W 3 E B F -1.5 m 1 m 2m1m1.5 m 1.5 m D
Posted: Wed May 04, 2022 8:46 am
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
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