a) State the simplifying assumptions necessary for using the portal method to analyze a structure under lateral loads.b) What method would you select to complete an approximate analysis of an indeterminate low-rise frame building and why?c) Using the portal method, draw the shear force and bending moment diagrams for columns GD and EB of the frame shown in Figure 5. All members have the same constant EI values.Note that AB kN = 18kN and CD kN = 8kN. Question 5.a) State the simplifying assumptions necessary for using the portal method to analyze a structureunder lateral loads.b) What method would you select to complete an approximate analysis of an indeterminate low-riseframe building and why?c) Using the portal method, draw the shear force and bending moment diagrams for columns GDand EB of the frame shown in Figure 5. All members have the same constant El values.CD kNH3 mAB kNF3 m-6 m--4 m-Figure 5.

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Answered: Question 5. a) State the simplifying…

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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a) State the simplifying assumptions necessary for using the portal method to analyze a structure under lateral loads.

b) What method would you select to complete an approximate analysis of an indeterminate low-rise frame building and why?

c) Using the portal method, draw the shear force and bending moment diagrams for columns GD and EB of the frame shown in Figure 5. All members have the same constant EI values.

Note that AB kN = 18kN and CD kN = 8kN.

Question 5.
a) State the simplifying assumptions necessary for using the portal method to analyze a structure
under lateral loads.
b) What method would you select to complete an approximate analysis of an indeterminate low-rise
frame building and why?
c) Using the portal method, draw the shear force and bending moment diagrams for columns GD
and EB of the frame shown in Figure 5. All members have the same constant El values.
CD kN
H
3 m
AB kN
F
3 m
-6 m-
-4 m-
Figure 5.

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