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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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

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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