Please answer all, Strength of Materials. Thanks! Situation 2: The section shown carries a shear force of 300 kN.255 mm20mm330mm15mm →20mm3. Calculate the shearing stress at the neutral axis of the beam in MPa.a. 78b. 52c. 47d. 694. Calculate the shearing stress in the flange at the section between the web and the flange.a. 57b. 1.2с. 3.4d. 425. Calculate the shearing stress in the web at the section between the web and the flange.а. 57b. 1.2с. 3.4d. 42

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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