Problem A frame is subjected to horizontal forces, P2= 1AB KN @ 2ND Floor Level and P1= 2CD KN @ 1st Floor Level as shown. Assumed all columns have the same cross-sectional areas. Required: Moments and reactions @ support and moment in each member using the following methods: 1) By Portal Method

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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p1= 144

p2= 133 
Problem A frame is subjected to horizontal forces, P2= 1AB KN
@ 2ND Floor Level and P1= 2CD KN @ 1ST Floor Level as
shown . Assumed all columns have the same cross-sectional
areas.
Required:
Moments and reactions @ support and moment in each member
using the following methods:
1) By Portal Method
2) By Cantilever Method
Neglect sidesway in the frame and tabulate the results. Use the
last 4 digits of student no.: ###ABCD.
T
4 m
4 im
5m-
Transcribed Image Text:Problem A frame is subjected to horizontal forces, P2= 1AB KN @ 2ND Floor Level and P1= 2CD KN @ 1ST Floor Level as shown . Assumed all columns have the same cross-sectional areas. Required: Moments and reactions @ support and moment in each member using the following methods: 1) By Portal Method 2) By Cantilever Method Neglect sidesway in the frame and tabulate the results. Use the last 4 digits of student no.: ###ABCD. T 4 m 4 im 5m-
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