shown. 35 k 35 k | 3 ft Hinge 35 k 35 k 2.5 k/ft A -8 ft 16 ft- B -8 ft y8- |=4,000 in.4 I= 3,000 in.4 E = constant = 30,000 ksi

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the slope (in degrees) and deflection at point D of the beam
shown.
35 k
35 k
2.5 k/ft
3 ft Hinge
35 k
35 k
-8 ftH
-16 ft-
B
-8 ft+
I= 4,000 in.4
E = constant = 30,000 ksi
| = 3,000 in.
Transcribed Image Text:Determine the slope (in degrees) and deflection at point D of the beam shown. 35 k 35 k 2.5 k/ft 3 ft Hinge 35 k 35 k -8 ftH -16 ft- B -8 ft+ I= 4,000 in.4 E = constant = 30,000 ksi | = 3,000 in.
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