2. Now consider the same beam when a 60-inch-long rod is added at mid-span. The rod's cross section area is 0.75 in². Find the axial stress in the rod, draw the shear and moment diagrams for the beam, and find the maximum stress in the beam. (Intermediate Result: Axial Force in Rod= 7,885 pounds.) A 100 lb/in 72 in 242 C 72 in

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Now consider the same beam when a 60-inch-long rod is added at mid-span. The rod's cross
section area is 0.75 in². Find the axial stress in the rod, draw the shear and moment diagrams for
the beam, and find the maximum stress in the beam. (Intermediate Result: Axial Force in Rod=
7,885 pounds.)
A
100 lb/in
72 in
C
72 in
Transcribed Image Text:2. Now consider the same beam when a 60-inch-long rod is added at mid-span. The rod's cross section area is 0.75 in². Find the axial stress in the rod, draw the shear and moment diagrams for the beam, and find the maximum stress in the beam. (Intermediate Result: Axial Force in Rod= 7,885 pounds.) A 100 lb/in 72 in C 72 in
For both problems, the beam is a W8 X 31 (1 = 110 in4, c = 4.0 inches)
section, and the beam and the rod are A36 steel (E = 29 X 10
psi).
I
8 in
Transcribed Image Text:For both problems, the beam is a W8 X 31 (1 = 110 in4, c = 4.0 inches) section, and the beam and the rod are A36 steel (E = 29 X 10 psi). I 8 in
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