Semester : SEMESTER 5
Subject : Structural Analysis- II
Year : 2020
Term : SEPTEMBER
Branch : CIVIL ENGINEERING
Scheme : 2015 Full Time
Course Code : CE 303
Page:3
03000CE303092001
b) Calculate the plastic moment capacity of the portal frame shown in Fig.5 assuming (12)
same plastic moment for all members.
80 kN
50 kN B 2m ५ 279 ^
4m 4m
A _D
71.5
9 a) List the assumptions in Plastic theory. (5)
b) Define shape factor and derive the same for a circular section of diameter D. (7)
c) Calculate the plastic moment capacity of the continuous beam shown in Fig.6. (8)
100 KN 150 kN 80 kN
Fig.6
بد بد بد TR
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