Frame ABCDE shown in Figure Q2 is supported by a fixed connection at B, roller at D and pinned at A. The frame carries 200 kN horizontal point load acting at the middle of member AC, 50 kN point load at point E and 50 kN/m uniform distributed load on member BC. El is constant. (a) (b) 2 m 2 m 50 kN/m 200 kN 6 m Figure Q2: Frame [Rajah Q2: Kerangka 6 m 10141 Next, calculate the fixed-end moment (FEM) for all members. 50 KN 2 m E For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member.

Frame ABCDE shown in Figure Q2 is supported by a fixed connection at B, roller at D and pinned at A. The frame carries 200 kN horizontal point load acting at the middle of member AC, 50 kN point load at point E and 50 kN/m uniform distributed load on member BC. El is constant. (a) (b) 2 m 2 m 50 kN/m 200 kN 6 m Figure Q2: Frame [Rajah Q2: Kerangka 6 m 10141 Next, calculate the fixed-end moment (FEM) for all members. 50 KN 2 m E For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member.

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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