A simple beam AB is loaded by two segments of uniform load and
two horizontal
forces acting at the ends of a vertical arm.
(a) Draw the FBD 6.0 ft from A, and
determine the shear and bending
moment.
(b) Draw the shear-force and bending-
moment diagrams for this beam.
(c) Determine the maximum positive & negative moment and
maximum shear.
900 lb 400 lb 60 lb/ft A D B of 4 ft 8 ft 6 ft RA Rc Figure No. 1
A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical ar
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A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical ar
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