2. Three loads are applied to the beam at temperature T₂ = 110°F, one uniformly distributed load on section AB, one point load 7 feet from the left end of the beam, and a concentrated moment load at point C as shown: w = 2 kips/foot 12 in. K₁ 2 ft a. 4 ft 2P B 2P C 86100 Bronze 3 ft 8 in. F 6 ft 304 Stainless steel P M P 4 in. 3 ft- Draw the shear and moment diagram for the beam. Load P = 12 kips Load F = 8 kips Moment Load M = 6 kip-feet b. Determine the bending stress at point J. Point/ is at the top of the beam, 2 feet from the left end of the beam (from Point A). c. Determine the direct shear stress at point K. Point K is at the geometric side of the beam (at the neutral axis in bending), 2 feet from the left end of the beam (from Point A). Recall the "Q" value for a solid circular shape at the neutral axis is (2/3)* R³, where Ris the radius of the circular shape.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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2. Three loads are applied to the beam at temperature T₂ = 110°F, one uniformly distributed load
on section AB, one point load 7 feet from the left end of the beam, and a concentrated moment
load at point C as shown:
w = 2 kips/foot
12 in.
K
2 ft
a.
4 ft
2P
B 2P
C 86100 Bronze
3 ft
8 in.
F
6 ft-
304 Stainless
steel
P
M
P
4 in.
3 ft.
0000000
Draw the shear and moment diagram for the beam.
Load P = 12 kips
Load F = 8 kips
Moment Load M = 6 kip-feet
b. Determine the bending stress at point J. Point / is at the top of the beam, 2 feet from the
left end of the beam (from Point A).
c. Determine the direct shear stress at point K. Point K is at the geometric side of the beam
(at the neutral axis in bending), 2 feet from the left end of the beam (from Point A).
Recall the "Q" value for a solid circular shape at the neutral axis is (2/3)* R³, where R is
the radius of the circular shape.
Transcribed Image Text:2. Three loads are applied to the beam at temperature T₂ = 110°F, one uniformly distributed load on section AB, one point load 7 feet from the left end of the beam, and a concentrated moment load at point C as shown: w = 2 kips/foot 12 in. K 2 ft a. 4 ft 2P B 2P C 86100 Bronze 3 ft 8 in. F 6 ft- 304 Stainless steel P M P 4 in. 3 ft. 0000000 Draw the shear and moment diagram for the beam. Load P = 12 kips Load F = 8 kips Moment Load M = 6 kip-feet b. Determine the bending stress at point J. Point / is at the top of the beam, 2 feet from the left end of the beam (from Point A). c. Determine the direct shear stress at point K. Point K is at the geometric side of the beam (at the neutral axis in bending), 2 feet from the left end of the beam (from Point A). Recall the "Q" value for a solid circular shape at the neutral axis is (2/3)* R³, where R is the radius of the circular shape.
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