120 kN 120 kN D MA -5 m- -5 m- 5 m- -5 m- E= 70 GPa 1 = 1,250 (10) mm (a) Indeterminate Beam 120 kN 120 kN D Aco 2,400 Ago 240 (b) Primary Beam Subjected to External Loading + fcc 10 fec X C, E I ÉN (c) Primary Beam Loaded with Redundant C, fEE 20 fCE XE, E I kN (d) Primary Beam Loaded with Redundant E, FIG. 13.14

120 kN 120 kN D MA -5 m- -5 m- 5 m- -5 m- E= 70 GPa 1 = 1,250 (10) mm (a) Indeterminate Beam 120 kN 120 kN D Aco 2,400 Ago 240 (b) Primary Beam Subjected to External Loading + fcc 10 fec X C, E I ÉN (c) Primary Beam Loaded with Redundant C, fEE 20 fCE XE, E I kN (d) Primary Beam Loaded with Redundant E, FIG. 13.14

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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