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

Structural Analysis
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Chapter2: Loads On Structures
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Q6. 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
0.6 in.
-10 in.
section.
1 in.
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 kip
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 0.6 in. -10 in. section. 1 in. 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 kip 0.6 in.
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