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3:37 PM AP • You 1 minute ago 40.0086 B/S Figure 5(b) Q6. A 10m long beam ABCDEF carries 20KN load at its free left end A. It is simply supported at B and D, 2m and 6m from A respectively. It carries a uniformly distributed load of 30KN/m between B and D), and a point load of 40%N at E which is 8m from A. The remaining 2m length which terminates at F carry no loads. Let point C be 4m from A the centre of span BD. Draw the Shear Force Diagram and Bending Moment Diagram for the beam and indicate the values at intervals of 2m. (25 marks) = ||| о Մ כ

3:37 PM AP • You 1 minute ago 40.0086 B/S Figure 5(b) Q6. A 10m long beam ABCDEF carries 20KN load at its free left end A. It is simply supported at B and D, 2m and 6m from A respectively. It carries a uniformly distributed load of 30KN/m between B and D), and a point load of 40%N at E which is 8m from A. The remaining 2m length which terminates at F carry no loads. Let point C be 4m from A the centre of span BD. Draw the Shear Force Diagram and Bending Moment Diagram for the beam and indicate the values at intervals of 2m. (25 marks) = ||| о Մ כ

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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3:37 PM AP • You 1 minute ago 40.0086 B/S Figure 5(b) Q6. A 10m long beam ABCDEF carries 20KN load at its free left end A. It is simply supported at B and D, 2m and 6m from A respectively. It carries a uniformly distributed load of 30KN/m between B and D), and a point load of 40%N at E which is 8m from A. The remaining 2m length which terminates at F carry no loads. Let point C be 4m from A the centre of span BD. Draw the Shear Force Diagram and Bending Moment Diagram for the beam and indicate the values at intervals of 2m. (25 marks) = ||| о Մ כ
Transcribed Image Text:3:37 PM AP • You 1 minute ago 40.0086 B/S Figure 5(b) Q6. A 10m long beam ABCDEF carries 20KN load at its free left end A. It is simply supported at B and D, 2m and 6m from A respectively. It carries a uniformly distributed load of 30KN/m between B and D), and a point load of 40%N at E which is 8m from A. The remaining 2m length which terminates at F carry no loads. Let point C be 4m from A the centre of span BD. Draw the Shear Force Diagram and Bending Moment Diagram for the beam and indicate the values at intervals of 2m. (25 marks) = ||| о Մ כ
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