45 KN•M В A- -1.5 m- -1.5 m- -1.5 m- Problem 6-22 Hibbeler 10 kN 10 kN 15 kN m B -2 m- 2 m 2 m For the above problems 1. Calculate support reactions 2. Establish SF and BM equations for each cross-section of the beam 3. Construct the SF and BM diagrams for each beam 4. Determine the maximum SF and maximum BM and their respective positions
45 KN•M В A- -1.5 m- -1.5 m- -1.5 m- Problem 6-22 Hibbeler 10 kN 10 kN 15 kN m B -2 m- 2 m 2 m For the above problems 1. Calculate support reactions 2. Establish SF and BM equations for each cross-section of the beam 3. Construct the SF and BM diagrams for each beam 4. Determine the maximum SF and maximum BM and their respective positions
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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![30 kN/m
45 KN•M
В
A-
-1.5 m-
-1.5 m-
-1.5 m
Problem 6-22 Hibbeler
10 kN
10 kN
15 kN-m
B
-2 m
2 m
2 m
For the above problems
1. Calculate support reactions
2. Establish SF and BM equations for each cross-section of the beam
3. Construct the SF and BM diagrams for each beam
4. Determine the maximum SF and maximum BM and their respective positions
5. Determine the position of PCF (if any) for each beam](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F225a738f-07a9-421c-abaa-9451610fbee6%2Fdaf8252f-8024-460d-be51-12bce6963ee5%2Fn0iq0xj_processed.png&w=3840&q=75)
Transcribed Image Text:30 kN/m
45 KN•M
В
A-
-1.5 m-
-1.5 m-
-1.5 m
Problem 6-22 Hibbeler
10 kN
10 kN
15 kN-m
B
-2 m
2 m
2 m
For the above problems
1. Calculate support reactions
2. Establish SF and BM equations for each cross-section of the beam
3. Construct the SF and BM diagrams for each beam
4. Determine the maximum SF and maximum BM and their respective positions
5. Determine the position of PCF (if any) for each beam
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