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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=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

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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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. -1.5m- 8 kN B +1. -1.5m- 2 kN/m -3m- C 9 kN -2m- D
Transcribed Image Text: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. -1.5m- 8 kN B +1. -1.5m- 2 kN/m -3m- C 9 kN -2m- D
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