y H=3 ft -in. tie rod x- C A MA S6x 12.5 -4 = 6 ft- *L2 = 2 ft- RA

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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.

y
H=3 ft
-in. tie rod
x-
C
A
MA
S6x 12.5
-4 = 6 ft-
*L2 = 2 ft-
RA
Transcribed Image Text:y H=3 ft -in. tie rod x- C A MA S6x 12.5 -4 = 6 ft- *L2 = 2 ft- RA
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