USE SLOPE DEFLECTIONS METHOD Determine the reactions and draw the shear and bending moment diagrams for the beams shown. 15.7 Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and ; 1/4 in. at C.
USE SLOPE DEFLECTIONS METHOD Determine the reactions and draw the shear and bending moment diagrams for the beams shown. 15.7 Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and ; 1/4 in. at C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
USE SLOPE DEFLECTIONS METHOD
Determine the reactions and draw the
shear and bending moment diagrams for the beams shown.
15.7 Solve Problem 15.4 for the loading shown in Fig. P15.4
and the support settlements of 1 in. at B and ; 1/4 in. at C.
![A
FIG. P15.4, P15.7
36 ft-
2 k/ft
B
24 ft
EI = constant
E = 29,000 ksi I= 1,530 in.4
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F46ef6bb5-d099-46e4-a7df-34250c8d92b5%2Ffe6ff55b-9aaf-436e-bc5d-6ee6a0a5088b%2Fi52e5f5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A
FIG. P15.4, P15.7
36 ft-
2 k/ft
B
24 ft
EI = constant
E = 29,000 ksi I= 1,530 in.4
C
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