2 kN 5 kN/m 2 kN 6. Determine the slope at A and C and the deflection at A and mid-span of BC by conjugate beam method. E- 200 GPa and I -215x10° mm“. 不个个个 D A Hint: Draw bending moment diagram by parts. ie. (i) one for ULD from A to B and C to D, (ii) another for UDL from B to C, (ii) another for concentrated loads. 2 m 8 m 2 m

2 kN 5 kN/m 2 kN 6. Determine the slope at A and C and the deflection at A and mid-span of BC by conjugate beam method. E- 200 GPa and I -215x10° mm“. 不个个个 D A Hint: Draw bending moment diagram by parts. ie. (i) one for ULD from A to B and C to D, (ii) another for UDL from B to C, (ii) another for concentrated loads. 2 m 8 m 2 m

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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