NOTE: This is considered as a FRAME WITHOUT SIDESWAY Using the Moment Distribution Method (MDM) w (kN/m) Solve for the Support Reactions and draw S&M Diagram A 1.5EI D El Given that P (kN)- EI Length AD = DC = BD = 6m P = 32 kN B W = 17 kN/m Assume that P is applied at the midspan of member BD

NOTE: This is considered as a FRAME WITHOUT SIDESWAY Using the Moment Distribution Method (MDM) w (kN/m) Solve for the Support Reactions and draw S&M Diagram A 1.5EI D El Given that P (kN)- EI Length AD = DC = BD = 6m P = 32 kN B W = 17 kN/m Assume that P is applied at the midspan of member BD

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

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

NOTE: This is considered as a FRAME WITHOUT SIDESWAY
Using the Moment Distribution Method (MDM)
w (kN/m)
Solve for the Support Reactions and draw S&M Diagram
A
1.5EI
Given that
P (kN)-
El
Length AD = DC = BD = 6m
P = 32 kN
W = 17 kN/m
Assume that P is applied at the midspan of member BD

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