2 kip/ft 6 in 10 in B. +40 kip 16 in D. 16 in 5t 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axlal load, as shown. Assume that the Internal resultants on the cross-section passing through point E are as follows: • Np=-40 kip VD = 10 klp Mp = +75 kip-ft %3D Which of the following is closest to the magnitude of the plane shear stress at point E?
2 kip/ft 6 in 10 in B. +40 kip 16 in D. 16 in 5t 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axlal load, as shown. Assume that the Internal resultants on the cross-section passing through point E are as follows: • Np=-40 kip VD = 10 klp Mp = +75 kip-ft %3D Which of the following is closest to the magnitude of the plane shear stress at point E?
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter10: Statically Indeterminate Beams
Section: Chapter Questions
Problem 10.4.6P: A beam with a sliding support at B is loaded by a uniformly distributed load with intensity q. Use...
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![2 kip/ft
6 in
10 in
B.
40 kip
16 in
D+
16 in
10 ft
+ ys ys
The simply-supported beam-column above is sublected to a uniformly distributed
load and an axlal load, as shown.
Assume that the Internal resultants on the cross-section passing through point E are
as follows:
= -40 kip
ND=
VD 10 klp
• Mp = +75 kip-ft
%3D
Which of the following is closest to the magnitude of the plane shear stress at point
E?
12 psi
18 psi
32 psi](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4dfad147-4702-4406-b11b-88b90e83865e%2F6c2759aa-36e8-4840-b5c0-c63dcfad46ad%2Fo9zglzh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2 kip/ft
6 in
10 in
B.
40 kip
16 in
D+
16 in
10 ft
+ ys ys
The simply-supported beam-column above is sublected to a uniformly distributed
load and an axlal load, as shown.
Assume that the Internal resultants on the cross-section passing through point E are
as follows:
= -40 kip
ND=
VD 10 klp
• Mp = +75 kip-ft
%3D
Which of the following is closest to the magnitude of the plane shear stress at point
E?
12 psi
18 psi
32 psi
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