2. Determine the deflection and slope at point D considering support A is fixed, support B is hinged and support C is roller. E = 30,000 ksi. 35 kips 2.5 kips/ft B В A D 20 ft 8 ft 8 ft | = 4,000 in* |= 3,000 in*

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Determine the deflection and slope at point D considering support A is fixed, support
B is hinged and support C is roller. E = 30,000 ksi.
35 kips
2.5 kips/ft
A
D
8 ft 8 ft
| = 3,000 in*
20 ft
|= 4,000 in
Transcribed Image Text:2. Determine the deflection and slope at point D considering support A is fixed, support B is hinged and support C is roller. E = 30,000 ksi. 35 kips 2.5 kips/ft A D 8 ft 8 ft | = 3,000 in* 20 ft |= 4,000 in
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