the applied load. a 2.5m- 15 KN -3m- 11 kN 15 kN Fig. 1 -3m- 8 kN 11 kN -1.5m/ . For simple beam (a-b) presented in Fig. 2, calculate the reactions at the two supports un the applied load. 8 kN 4 kN 4 kN 1.5m
the applied load. a 2.5m- 15 KN -3m- 11 kN 15 kN Fig. 1 -3m- 8 kN 11 kN -1.5m/ . For simple beam (a-b) presented in Fig. 2, calculate the reactions at the two supports un the applied load. 8 kN 4 kN 4 kN 1.5m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![1. For simple beam (a-b) presented in Fig. 1, calculate the reactions at the two supports under
the applied load.
a
-2.5m-
15 KN
a
-3m-
-2.5m
11 kN
15 kN
Fig. 1
-3m-
3m-
Fig. 2
2. For simple beam (a-b) presented in Fig. 2, calculate the reactions at the two supports under
the applied load.
b
11 kN
1010
-1.5m-
8 kN
-3m-
8 kN
b
4 kN
4 kN
1.5m
1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F90de11bb-0a63-4366-8810-289b5e0001a1%2F578df622-d553-46a9-aa63-374a0b299111%2Fawcltl9_processed.png&w=3840&q=75)
Transcribed Image Text:1. For simple beam (a-b) presented in Fig. 1, calculate the reactions at the two supports under
the applied load.
a
-2.5m-
15 KN
a
-3m-
-2.5m
11 kN
15 kN
Fig. 1
-3m-
3m-
Fig. 2
2. For simple beam (a-b) presented in Fig. 2, calculate the reactions at the two supports under
the applied load.
b
11 kN
1010
-1.5m-
8 kN
-3m-
8 kN
b
4 kN
4 kN
1.5m
1
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