The cross-section shown is used to support the loads on the beam below. The moment of inertia of the section is |= 1384 in and distance of the centroid of the section from the bottom is y = 5.8 in. [MA=4000 lb-ft, w=900 lb/ft, P=1500 lb, a = 5 ft, b = 8 ft, c = 3 ft, d = 6 ft] Ma W d 15 in. 1.5ink k1.5 in. Cross section of the beam Determine the maximum tension bending stress at any location along the beam. 2 in

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The cross-section shown is
used to support the loads on the
beam below. The moment of
inertia of the section is |= 1384
in and distance of the centroid
of the section from the bottom
is y = 5.8 in.
[MA=4000 lb-ft, w=900 lb/ft,
P=1500 lb, a = 5 ft, b = 8 ft, c = 3
ft, d = 6 ft]
Ma
W
d
15 in.
1.5ink
k1.5 in.
Cross section of the beam
Determine the maximum
tension bending stress at any
location along the beam.
2 in
Transcribed Image Text:The cross-section shown is used to support the loads on the beam below. The moment of inertia of the section is |= 1384 in and distance of the centroid of the section from the bottom is y = 5.8 in. [MA=4000 lb-ft, w=900 lb/ft, P=1500 lb, a = 5 ft, b = 8 ft, c = 3 ft, d = 6 ft] Ma W d 15 in. 1.5ink k1.5 in. Cross section of the beam Determine the maximum tension bending stress at any location along the beam. 2 in
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