5. Determine the maximum negative moment.* 6. Determine the maximum positive shear.* 7. Determine the maximum positive moment.* 8. Determine the moment equation for segment A-B** 9. Determine the moment equation at segment F-G.** 10. Determine the vertical reaction at F. Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the beam is 10m. Analyze the beam completely. 6 kN 10 kN 3 kN/m 2 kN 5 kN-m G 3000mm. 1000mm 1000mm. 2000mm. 1000mm. 2000mm. 3. Determine the shear ation for segment B-C. ** 4. Determine the moment equation of segment C-D.**

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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5. Determine the maximum negative moment.*
6. Determine the maximum positive shear.*
7. Determine the maximum positive moment.*
8. Determine the moment equation for segment A-B**
9. Determine the moment equation at segment F-G.**
10. Determine the vertical reaction at F.
Transcribed Image Text:5. Determine the maximum negative moment.* 6. Determine the maximum positive shear.* 7. Determine the maximum positive moment.* 8. Determine the moment equation for segment A-B** 9. Determine the moment equation at segment F-G.** 10. Determine the vertical reaction at F.
Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total
length of the beam is 10m. Analyze the beam completely.
6 kN
10 kN
3 kN/m
2 kN
5 kN-m
G
3000mm.
1000mm 1000mm.
2000mm.
1000mm.
2000mm.
3. Determine the shear
ation for segment B-C. **
4. Determine the moment equation of segment C-D.**
Transcribed Image Text:Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the beam is 10m. Analyze the beam completely. 6 kN 10 kN 3 kN/m 2 kN 5 kN-m G 3000mm. 1000mm 1000mm. 2000mm. 1000mm. 2000mm. 3. Determine the shear ation for segment B-C. ** 4. Determine the moment equation of segment C-D.**
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