Question 2 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) majum 2m 2 m 50 kN/m 200 kN 6 m Figure Q2: Frame [Rajah Q2: Kerangka] 6 m D Next, calculate the fixed-end moment (FEM) for all members. 1000 50 KN 2 m For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member.

Question 2 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) majum 2m 2 m 50 kN/m 200 kN 6 m Figure Q2: Frame [Rajah Q2: Kerangka] 6 m D Next, calculate the fixed-end moment (FEM) for all members. 1000 50 KN 2 m 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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Concept explainers

Dependence on mechanical properties

The mechanical properties of materials are those structures that include the reaction to the load used. Metal switching features determine the scope of the usefulness of the content and establish the expected service life. Machine structures are also used to help distinguish and identify material objects. The most common mechanical properties considered are strength, ductility, stiffness, impact resistance, and resilience to fractures.

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(c)
(d)
By developing the moment distribution table, calculate the moments at B, C and
D.
Solve for all support reactions for the frame and draw shear and moment diagram.
indah h

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