20 kN/m Hinge 3 m 60 kN 5 m E5m - 5 m- (a) Given Loading 10 kN/m 10 kN/m 10 KN/m 30 kN 30 kN 30 kN (b) Half Loading (d) Symmetric Louding Component 10 kN/m 10 kN/m 10 kN/m 30 kN 30 kN 30 kN (c) Reflection of Half Loading (e) Antisymmetric Loading Component FIG. 10.15

20 kN/m Hinge 3 m 60 kN 5 m E5m - 5 m- (a) Given Loading 10 kN/m 10 kN/m 10 KN/m 30 kN 30 kN 30 kN (b) Half Loading (d) Symmetric Louding Component 10 kN/m 10 kN/m 10 kN/m 30 kN 30 kN 30 kN (c) Reflection of Half Loading (e) Antisymmetric Loading Component FIG. 10.15

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

A gable frame is subjected to the loading shown in Fig. 10.15(a). Determine the symmetric and antisymmetric components of the loading with respect to the axis of symmetry of the frame

20 kN/m
Hinge
3 m
60 kN
5 m
E5m - 5 m-
(a) Given Loading
10 kN/m
10 kN/m
10 KN/m
30 kN
30 kN
30 kN
(b) Half Loading
(d) Symmetric Louding Component
10 kN/m
10 kN/m
10 kN/m
30 kN
30 kN
30 kN
(c) Reflection of Half Loading
(e) Antisymmetric Loading Component
FIG. 10.15

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