Answered: S6x 12.5 B A 6 ft- -Steel rod 10 ft 400…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

The cantilever beam AB shown in the figure
is an S x 312.5 steel I-beam with E = 30 x10⁶ psi.
The simple beam DE is a wood beam 4 in. 312 in.
(nominal dimensions) in cross section with
E =1.5 x10⁶ psi. A steel rod AC of diameter
0.25 in., length 10 ft, and E = 30 x10⁶ psi serves
as a hanger joining the two beams. The hanger fits
snugly between the beams before the uniform load is
applied to beam DE.
Determine the tensile force F in the hanger and
the maximum bending moments M_AB and M_DE in
the two beams due to the uniform load, which has an
intensity q = 400 lb/ft. Hint: To aid in obtaining the
maximum bending moment in beam DE, draw the
shear-force and bending-moment diagrams.

S6x 12.5
B
A
6 ft-
-Steel rod
10 ft
400 lb/ft
D
Wood beam
10 ft-
-10 ft -

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