For the frame shown in Figure AN-17, using the Moment Distribution Method: NOTE: If I is not specified, it is convenient to take I as the common multiple of the span lengths. DF= 0 for fixed end. DF= 1 for hinged or roller end. 1. Which of the following gives the distribution factor at C, DFcb = [ Select] 2. Which of the following gives the moment at B in KN-meter, Mb = [Select] 3. which of the following gives the moment at D in KN-meter, Md = [Select] 4. which of the following gives the beam stiffness of member AB, Kab = [ Select] 5. which of the following gives the modified K ab [Select] 4

For the frame shown in Figure AN-17, using the Moment Distribution Method: NOTE: If I is not specified, it is convenient to take I as the common multiple of the span lengths. DF= 0 for fixed end. DF= 1 for hinged or roller end. 1. Which of the following gives the distribution factor at C, DFcb = [ Select] 2. Which of the following gives the moment at B in KN-meter, Mb = [Select] 3. which of the following gives the moment at D in KN-meter, Md = [Select] 4. which of the following gives the beam stiffness of member AB, Kab = [ Select] 5. which of the following gives the modified K ab [Select] 4

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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