y H=3 ft -in. tie rod x- C A MA S6x 12.5 -4 = 6 ft- *L2 = 2 ft- RA
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A cantilever beam is supported by a tie rod
at B as shown. Both the tie rod and the beam are steel
with E = 30 X10-6 psi. The tie rod is just taut before
the distributed load q =200 lb/ft is applied.
(a) Find the tension force in the tie rod.
(b) Draw shear-force and bending-moment diagrams
for the beam, labeling all critical ordinates.
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