50 kN 50 kN 20 kN/m 30 kN/m m--3 m-3 m-+3 m- m- (a) Given Loading 25 kN 25 kN 10 kN/m 15 kN/m (b) Half Loading 25 kN 25 kN 15 kN/m 10 kN/m (c) Reflection of Half Loading 50 kN 50 kN 25 kN/m 25 kN/m (d) Symmetric LAading Component 5 kN/m 5 kN/m (e) Antisymmetric Loading Component FIG. 10.14

50 kN 50 kN 20 kN/m 30 kN/m m--3 m-3 m-+3 m- m- (a) Given Loading 25 kN 25 kN 10 kN/m 15 kN/m (b) Half Loading 25 kN 25 kN 15 kN/m 10 kN/m (c) Reflection of Half Loading 50 kN 50 kN 25 kN/m 25 kN/m (d) Symmetric LAading Component 5 kN/m 5 kN/m (e) Antisymmetric Loading Component FIG. 10.14

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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