A 2 Ft C 6 Ft 45 W D 1 381 381 1 Ft Ft B 1 (9.35 KiB) Viewed 10 times
Consider the beam shown in (Figure1). Take www = 2.8 kip/ftkip/ft. Followthe sign convention
Determine the normal force at point C
Nc=
Part B)
Determine the shear force at point C
Vc=
Part C)
Determine the moment at point C.
Mc=
Part D)
Determine the normal force at point D
Nd=
Part E)
Determine the shear force at point D.
Vd=
Part F)
Determine the moment at point D
Md=
A 2 ft C 6 ft 45% W D 1-381 +381-1 ft ft B
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