20 k 3 k/ft 1.5 k/ft A O.B E15 ftE15 ft- - 20 ft – E = 29,000 ksi I = 1,650 in.4
20 k 3 k/ft 1.5 k/ft A O.B E15 ftE15 ft- - 20 ft – E = 29,000 ksi I = 1,650 in.4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the slope-deflection method.
Transcribed Image Text:20 k
3 k/ft
1.5 k/ft
A
O.B
E15 ftE15 ft-
- 20 ft –
E = 29,000 ksi
I = 1,650 in.4
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