4. a) b) At point calculate the vertical deflection of the beam below with the one load shown at point B. For the beam, EI = 21000 kN.m²; for the cable AE = 2000 kN. Without doing further calculations, if the 18 kN vertical load were at point instead of at B, what would be the vertical deflection at point ? What theorem supports your answer? 3m 18.KN ढे 3m ढे CABLE 3m- Ⓡ Ţ 2m

4. a) b) At point calculate the vertical deflection of the beam below with the one load shown at point B. For the beam, EI = 21000 kN.m²; for the cable AE = 2000 kN. Without doing further calculations, if the 18 kN vertical load were at point instead of at B, what would be the vertical deflection at point ? What theorem supports your answer? 3m 18.KN ढे 3m ढे CABLE 3m- Ⓡ Ţ 2m

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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