9:43 Assignment 3_ec751152d203b... Q. I Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inertia of each span is indicated. Assume support at B is a roller and A and C are fixed. E = 29(10³) ksi. A 1 k/ft 12 kN/m ||10A- -10 ft- LAB = 900 in A 800 lb/ft TARNEABLE I OB 24 ft Q. 2 Determine the member moments at B and C, then construct the shear and moment diagrams for the beam. All connections are pins. Assume the horizontal reactions are zero. El is constant. B w = 5 kN/m -10 ft- Q. 3 Determine all reactions and draw the shear and moment diagrams for the beam shown below. E is constant. 35 k B C BC= 1200 in -8 ft-8 ft- P = 40 kN 30 k -10 ft El= constant 1.21 12 m OD 12 kN/m Q. 4 Determine all reactions and draw the shear and moment diagrams for the beam shown below. El is constant. .... m Figure I 2 k/ft -20 ft- 59 2 Figure 2 Figure 3 Done E Figure 4 Page | 2

9:43 Assignment 3_ec751152d203b... Q. I Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inertia of each span is indicated. Assume support at B is a roller and A and C are fixed. E = 29(10³) ksi. A 1 k/ft 12 kN/m ||10A- -10 ft- LAB = 900 in A 800 lb/ft TARNEABLE I OB 24 ft Q. 2 Determine the member moments at B and C, then construct the shear and moment diagrams for the beam. All connections are pins. Assume the horizontal reactions are zero. El is constant. B w = 5 kN/m -10 ft- Q. 3 Determine all reactions and draw the shear and moment diagrams for the beam shown below. E is constant. 35 k B C BC= 1200 in -8 ft-8 ft- P = 40 kN 30 k -10 ft El= constant 1.21 12 m OD 12 kN/m Q. 4 Determine all reactions and draw the shear and moment diagrams for the beam shown below. El is constant. .... m Figure I 2 k/ft -20 ft- 59 2 Figure 2 Figure 3 Done E Figure 4 Page | 2

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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