Det the member end moments and reactionsusing Slope Def. Method(No Side sway)50KN/mCAom7mBTAYAB.)10 kN/m4mD 15m E3m2m85KN

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Det the member end moments and reactions using slope Def. Method (No Side sway) 50KM/m A 7m B.) 10 kN/m 4m D 3m 2m 15m E 8 5KN M

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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Question

Det the member end moments and reactions
using Slope Def. Method
(No Side sway)
50KN/m
C
A
om
7m
B
TAYA
B.)
10 kN/m
4m
D 15m E
3m
2m
8
5KN

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Step 1: Given data

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Step 2: Finding the fixed end moments of the given frame:

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Step 3: writing the slope deflection equations of the given frame:-

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Step 4: Finding the slopes at C and D of the given frame:

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Step 5: Finding the final end moments of the given frame:-

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Step 6: Finding the support reactions of the given frame:

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Solution

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