Use slope deflections method  Formula Should follow: Mnf= FEMnf+ 2EI/L ( 2θn + θf - 3r)   D.9 Solve Problem D.2 for the loading shown in Fig. PD.2 and the support settlements of a 1/4 in. at A, 1 in. at B, and 3 in. at C.  Determine the reactions and draw the shear and bending moment diagrams for the beams shown

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.24CTP
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Use slope deflections method 

Formula Should follow: Mnf= FEMnf+ 2EI/L ( 2θn + θf - 3r)

 

D.9 Solve Problem D.2 for the loading shown in Fig. PD.2

and the support settlements of a 1/4 in. at A, 1 in. at B, and

3 in. at C. 

Determine the reactions and draw the

shear and bending moment diagrams for the beams shown

 

A
FIG. PD.2. PD.9
25 ft
21
3 k/ft
E = 29,000 ksi
I= 2,500 in.4
B
15 ft
I
C
Transcribed Image Text:A FIG. PD.2. PD.9 25 ft 21 3 k/ft E = 29,000 ksi I= 2,500 in.4 B 15 ft I C
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