DEFLECTION BY AREA-MOMENT METHOD10 KN15 KN1.2 m 1.5 m1.8 m1. Draw the shear and moment diagram of the given Beamdiagram and answer the following questions. What is thereaction at support A? Use E = 200,000 MPa and I = 9.14x 10^6 mm^4.10.2. What is the reaction at the support B?3. What is the shear force between C and D?4. What is the value of moment at point C?5. From left to right, A1 is a triangle. What is the Area ofthe moment diagram of A16. There are two moment areas between C and D. Considerthe bottom part as A2. What is the area of A2?7. Consider the top part area between C and D as A3. Whatis the area of A3?8. What is the value of El?9. What is the value of tangential deviation at A withrespect to the tangent line B? (tA/B)There is an angle at point B which is the result of theintersection of the beam line AB and tangential line TB.Its measurement is11. The tangential deviation at D with respect totangent line B is(tD/B)

Answered: Image /qna-images/answer/504696ba-3ea4-4725-adb0-d77e320734e5.jpg

1. Draw the shear and moment diagram of the given Beam diagram and answer the following questions. What is the reaction at support A? Use E = 200,000 MPa and I = 9.14 x 10^6 mm^4. 2. What is the reaction at the support B? 3. What is the shear force between C and D? 4. What is the value of moment at point C?

1. Draw the shear and moment diagram of the given Beam diagram and answer the following questions. What is the reaction at support A? Use E = 200,000 MPa and I = 9.14 x 10^6 mm^4. 2. What is the reaction at the support B? 3. What is the shear force between C and D? 4. What is the value of moment at point C?

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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