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 mm* A 8 kN B -1.5m-1.5m- 2 kN/m -3m- H 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 mm* A 8 kN B -1.5m-1.5m- 2 kN/m -3m- H C 9 kN -1m- -2m- D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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ين

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 mm*
A
8 kN
-1.5m-
B
5m 1.5m
2 kN/m
-3m-
C
श्री
9 kN
-1m-
-2m-
D
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