Q.5. For the continuous beam shown in Fig., if the support B is settled by 5mm and support C settled by 2mm, by using the moment distribution method, find the following. 4.0m 2m Take (E=2*10 N/mm²) and (I= 16*10 mm) 1. Fixed end moment of AB (MFAB) is: a)-13.33 kM. m b) -19.33 kM.m c) -7.33 kM.m d) -6.33 kM.m 2. Fixed end moment of CB (MFCB) is: a) 13.6 kM. m b) 6.4 km.m c) 3.6 kM.m d) 10 kM.m 3. The modified stiffness of member CD (KcD) is equal to 3EI a) KCD = 4EI 1 b) KCD L 3EI c) KCD d) KCD 21 = ΕἸ 21 10 kN/m EI = = B 20 kN EI + 2m C FFFF 10 kN ↓ EI -3m- D

Q.5. For the continuous beam shown in Fig., if the support B is settled by 5mm and support C settled by 2mm, by using the moment distribution method, find the following. 4.0m 2m Take (E=210 N/mm²) and (I= 1610 mm) 1. Fixed end moment of AB (MFAB) is: a)-13.33 kM. m b) -19.33 kM.m c) -7.33 kM.m d) -6.33 kM.m 2. Fixed end moment of CB (MFCB) is: a) 13.6 kM. m b) 6.4 km.m c) 3.6 kM.m d) 10 kM.m 3. The modified stiffness of member CD (KcD) is equal to 3EI a) KCD = 4EI 1 b) KCD L 3EI c) KCD d) KCD 21 = ΕἸ 21 10 kN/m EI = = B 20 kN EI + 2m C FFFF 10 kN ↓ EI -3m- D

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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