4a) Determine the shear force (in newton) in section AC, CD, DE & EB, and the bending moment (in N.m) at point C & E of the beam. Use F₁ = 950 N, F₂ = 750 N, M = 1050 N.m, and a = 2.5 m. F1 A M b) Determine the shear force (in kN) at one-third of the length of the beam (from point A), and the bending moment (in kN.m) at two-thirds of the length of the beam (from point A). Use w₁ = 9 kN/m, w₂ = 3 kN/m, and a = B a W F2 |C D b + b + c) The beam consists of three segments pin connected at points B and E. Determine the shear force (in kN) at point B & E, the bending moment (in kN.m) at point B, C & E and determine the maximum bending moment (in kN.m) in section DF of the beam of the beam. Use w = 12 kN/m, a = 7.5 m, b = 3.5 m, and c = 5.5 m. w1 E B w2

4a) Determine the shear force (in newton) in section AC, CD, DE & EB, and the bending moment (in N.m) at point C & E of the beam. Use F₁ = 950 N, F₂ = 750 N, M = 1050 N.m, and a = 2.5 m. F1 A M b) Determine the shear force (in kN) at one-third of the length of the beam (from point A), and the bending moment (in kN.m) at two-thirds of the length of the beam (from point A). Use w₁ = 9 kN/m, w₂ = 3 kN/m, and a = B a W F2 |C D b + b + c) The beam consists of three segments pin connected at points B and E. Determine the shear force (in kN) at point B & E, the bending moment (in kN.m) at point B, C & E and determine the maximum bending moment (in kN.m) in section DF of the beam of the beam. Use w = 12 kN/m, a = 7.5 m, b = 3.5 m, and c = 5.5 m. w1 E B w2

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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