A Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 с 200 kNm With the right half of the beam's length having a moment of inertia only 3/4 of given moment of inertia, determine the deflection at the right overhanging enc Using Method of Virtual Work P- 279 kN P (in kN) E

A Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 с 200 kNm With the right half of the beam's length having a moment of inertia only 3/4 of given moment of inertia, determine the deflection at the right overhanging enc Using Method of Virtual Work P- 279 kN P (in kN) E

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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