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Situation 2: The section shown carries a shear force of 300 kN. 255 mm 20mm 330mm 15mm - 20mm 3. Calculate the shearing stress at the neutral axis of the beam in MPa. а. 78 b. 52 C. 47 d. 69 4. Calculate the shearing stress in the flange at the section between the web and the flange. а. 57 b. 1.2 с. 3.4 d. 42 5. Calculate the shearing stress in the web at the section between the web and the flange. а. 57 b. 1.2 с. 3.4 d. 42

Situation 2: The section shown carries a shear force of 300 kN. 255 mm 20mm 330mm 15mm - 20mm 3. Calculate the shearing stress at the neutral axis of the beam in MPa. а. 78 b. 52 C. 47 d. 69 4. Calculate the shearing stress in the flange at the section between the web and the flange. а. 57 b. 1.2 с. 3.4 d. 42 5. Calculate the shearing stress in the web at the section between the web and the flange. а. 57 b. 1.2 с. 3.4 d. 42

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer all, Strength of Materials. Thanks!
Situation 2: The section shown carries a shear force of 300 kN. 255 mm 20mm 330mm 15mm → 20mm 3. Calculate the shearing stress at the neutral axis of the beam in MPa. a. 78 b. 52 c. 47 d. 69 4. Calculate the shearing stress in the flange at the section between the web and the flange. a. 57 b. 1.2 с. 3.4 d. 42 5. Calculate the shearing stress in the web at the section between the web and the flange. а. 57 b. 1.2 с. 3.4 d. 42
Transcribed Image Text:Situation 2: The section shown carries a shear force of 300 kN. 255 mm 20mm 330mm 15mm → 20mm 3. Calculate the shearing stress at the neutral axis of the beam in MPa. a. 78 b. 52 c. 47 d. 69 4. Calculate the shearing stress in the flange at the section between the web and the flange. a. 57 b. 1.2 с. 3.4 d. 42 5. Calculate the shearing stress in the web at the section between the web and the flange. а. 57 b. 1.2 с. 3.4 d. 42
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