100 36 Given the internal bending moment diagram shown, what can be said about the associated beam loading? Choose the MOST CORRECT/COMPLETE answer. (2.5 Points) M kip-t) KAN There are 2 concentrated applied moments; Both applied moments are clockwise; There is one concentrated force on the beam. O There are 2 concentrated applied moments; The slope of the shear diagram is consistently zero; There is one concentrated force on the beam. The end reactions are pinned; The shear force varies along the beam from positive to negative: There are 3 con- centrated forces on the beam and no concentrated moments. There are 2 concentrated applied moments; The end reactions are both 0 lb; The slope of the shear force dia- gram is consistently zero.

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Your Question:
100
36
Given the internal bending moment diagram
shown, what can be said about the associated
beam loading? Choose the MOST
CORRECT/COMPLETE answer. (2.5 Points)
M kip-t)
KAN
There are 2 concentrated applied moments; Both applied moments are clockwise; There is one concentrated
force on the beam.
O
There are 2 concentrated applied moments; The slope of the shear diagram is consistently zero; There is one
concentrated force on the beam.
The end reactions are pinned; The shear force varies along the beam from positive to negative: There are 3 con-
centrated forces on the beam and no concentrated moments.
There are 2 concentrated applied moments; The end reactions are both 0 lb; The slope of the shear force dia-
gram is consistently zero.
Transcribed Image Text:100 36 Given the internal bending moment diagram shown, what can be said about the associated beam loading? Choose the MOST CORRECT/COMPLETE answer. (2.5 Points) M kip-t) KAN There are 2 concentrated applied moments; Both applied moments are clockwise; There is one concentrated force on the beam. O There are 2 concentrated applied moments; The slope of the shear diagram is consistently zero; There is one concentrated force on the beam. The end reactions are pinned; The shear force varies along the beam from positive to negative: There are 3 con- centrated forces on the beam and no concentrated moments. There are 2 concentrated applied moments; The end reactions are both 0 lb; The slope of the shear force dia- gram is consistently zero.
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