12 kN 55mm 3 kN 10mm A 40mm B, 10mm y 10mm In the above figure, we can see two eccentric loads at two points. The points are 30 mm and 10 mm respectively from the centroid. On the central x-axis, we can see the two loads are acting in order to create the bending moment that is available at the y-axis. 1) Determine the value of the normal load and the moment for the eccentric loads. HT

12 kN 55mm 3 kN 10mm A 40mm B, 10mm y 10mm In the above figure, we can see two eccentric loads at two points. The points are 30 mm and 10 mm respectively from the centroid. On the central x-axis, we can see the two loads are acting in order to create the bending moment that is available at the y-axis. 1) Determine the value of the normal load and the moment for the eccentric loads. HT

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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