Situation 7 - A 6-m long fixed-ended beam carries a uniformlydistributed load of 36 kN/m. Use E = 200 GPa and Ix = 90 x106 mm4.42. Determine the moment at the fixed end in kN-m.А. -124В. -10843. What is the maximum shear in the beam in kN?A. 108В. 14244. Compute the vertical deflection at the midspan in mm.A. 9.25В. 7.50C. -96D. -142С. 124D. 96С. 6.75D. 8.25

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Situation 7 - A 6-m long fixed-ended beam carries a uniformly distributed load of 36 kN/m. Use E = 200 GPa and Ix = 90 x 106 mm4. 42. Determine the moment at the fixed end in kN-m. A. -124 В. -108 43. What is the maximum shear in the beam in kN? A. 108 В. 142 44. Compute the vertical deflection at the midspan in mm. A. 9.25 В. 7.50 C. -96 D. -142 С. 124 D. 96 С. 6.75 D. 8.25

Situation 7 - A 6-m long fixed-ended beam carries a uniformly distributed load of 36 kN/m. Use E = 200 GPa and Ix = 90 x 106 mm4. 42. Determine the moment at the fixed end in kN-m. A. -124 В. -108 43. What is the maximum shear in the beam in kN? A. 108 В. 142 44. Compute the vertical deflection at the midspan in mm. A. 9.25 В. 7.50 C. -96 D. -142 С. 124 D. 96 С. 6.75 D. 8.25

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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