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Considering the beam below, EI is constant in all beams. 3 kN 2 kN/m C 1 m. 1 m, 5m 7m B 8 kN/m D 4. Determine the deflection at the midspan of beam CD. 5. Determine the deflection along beam AB directly below the support at C. 6. Determine the slope at the midspan of beam AB.

Considering the beam below, EI is constant in all beams. 3 kN 2 kN/m C 1 m. 1 m, 5m 7m B 8 kN/m D 4. Determine the deflection at the midspan of beam CD. 5. Determine the deflection along beam AB directly below the support at C. 6. Determine the slope at the midspan of beam AB.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve for me all situations no explanation need extra.
Situation 2: Considering the beam constant in all beams. 3 kN 2 kN/m C 1 m. 1 m 8 kN-m 5m 4. Determine the deflection. at the midspan of beam CD. 3 m 5. Determine the deflection along beam AB directly below the support at C. 6. Determine the slope at the midspan of beam AB. 4 kN/m Situation 3: A simply supported beam supports the applied loads and moments EI = 350,000 kNm². as shown. If 16 kN-m 7m 4 m below, EI is B Determine the 8. Determine the along span BE. C 8 kN/m 4 m 12 kN determine the difference in elevation between the h D 2 kN/m 7. distance of the maximum deflection along span BE from support B. 4 m O maximum deflection 9. If the triangular load at span AB is removed,
Transcribed Image Text:Situation 2: Considering the beam constant in all beams. 3 kN 2 kN/m C 1 m. 1 m 8 kN-m 5m 4. Determine the deflection. at the midspan of beam CD. 3 m 5. Determine the deflection along beam AB directly below the support at C. 6. Determine the slope at the midspan of beam AB. 4 kN/m Situation 3: A simply supported beam supports the applied loads and moments EI = 350,000 kNm². as shown. If 16 kN-m 7m 4 m below, EI is B Determine the 8. Determine the along span BE. C 8 kN/m 4 m 12 kN determine the difference in elevation between the h D 2 kN/m 7. distance of the maximum deflection along span BE from support B. 4 m O maximum deflection 9. If the triangular load at span AB is removed,
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