Q6. For the beam and loading shown in Fig.(2). Consider section (n-n) and determine A. The largest shearing stress in that section. 0.6 in. -10 in. l in. B. The shearing stress at point (a) (1 in.) below the top face. C. The shearing stress at point in the top 10 in. 0.375 in + face 45 kips -3t Load = 65 kips 0.6 in.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the beam and loading shown in Fig.(2). Consider section (n-n) and determine
A. The largest shearing stress in that section.
B. The shearing stress at point (a) (1 in.) below the top face.
C. The shearing stress at point in the top face
Load = 65 kips

Q6. For the beam and loading shown in Fig.(2).
Consider section (n-n) and determine
A. The largest shearing stress in that
l n.
0.6 in.
-2f-
-10 in.
section.
B. The shearing stress at point (a) (1 in.)
below the top face.
C. The shearing stress at point in the top
face
10 in.
0.375 in
Load = 65 kips
45 kips
0.6 in.
Transcribed Image Text:Q6. For the beam and loading shown in Fig.(2). Consider section (n-n) and determine A. The largest shearing stress in that l n. 0.6 in. -2f- -10 in. section. B. The shearing stress at point (a) (1 in.) below the top face. C. The shearing stress at point in the top face 10 in. 0.375 in Load = 65 kips 45 kips 0.6 in.
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