Q.3/A three-span continuous beam ABCD is simply supported at A and D and loaded as shown in Fig. if the support A settles by 10mm, B settles by 30 mm and C settles by 20 mm. Analyzed the beam using slop-deflection method. Take E=2*105 N/mm² and I = 2.4 *106 mm¹ A -1.5m- 1. 8 kN B B. -1.5m- 2 kN/m -3m- C 9 kN +-1m- -2m- D

Q.3/A three-span continuous beam ABCD is simply supported at A and D and loaded as shown in Fig. if the support A settles by 10mm, B settles by 30 mm and C settles by 20 mm. Analyzed the beam using slop-deflection method. Take E=2105 N/mm² and I = 2.4 106 mm¹ A -1.5m- 1. 8 kN B B. -1.5m- 2 kN/m -3m- C 9 kN +-1m- -2m- D

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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