.. Using super position method determine the value of deflection at point B and C Ans. ŌB = 2.43 in. and. 6C =1.77 in. downward 20 fl- 60 k 1 B 40 k + El = constant E = 1,800 ksi 1=46,000 in.4 C 10 f10 ft- -10 ft

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. Using super position method determine the value of deflection at point B and C
Ans. ōB = 2.43 in. and. 6C =1.77 in. downward
20 fl-
60 k
Į
B
-10 fl-
E} = constant
E = 1,800 ksi
¡= 46,000 in.4
40 k
↓
C
-10 ft-
Transcribed Image Text:1. Using super position method determine the value of deflection at point B and C Ans. ōB = 2.43 in. and. 6C =1.77 in. downward 20 fl- 60 k Į B -10 fl- E} = constant E = 1,800 ksi ¡= 46,000 in.4 40 k ↓ C -10 ft-
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