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 sg (b) hear and bending moment. (c) Draw the shear-force and bending-moment diagrams for this beam. (d) Determine the maximum positive & negative moment and maximum shear.
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 sg (b) hear and bending moment. (c) Draw the shear-force and bending-moment diagrams for this beam. (d) Determine the maximum positive & negative moment and maximum shear.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 arm.
(a) Draw the FBD 6.0 ft from A, and determine the sg
(b) hear and bending moment.
(c) Draw the shear-force and bending-moment diagrams for this beam.
(d) Determine the maximum positive & negative moment and maximum shear.

Transcribed Image Text: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)
(b)
(c)
(d)
Draw the FBD 6.0 ft from A, and determine the sg
hear and bending moment.
Draw the shear-force and bending-moment diagrams for this beam.
Determine the maximum positive & negative moment and maximum shear.
900 lb
400 lb
60 Ib/ft
C
4 ft
RA
8 ft
6 ft
Rc
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