This figure shows a cantilever beam that is subject to a point load and a moment. What is the vertical displacement at the tip of the beam? Assume E= 200 GPa and /= 1560 x 10 mm². A. 58.7 mm B. 68.9 mm C. 89.0 mm D. 100 mm -5m 300 kN-m L=10m 60 KN

This figure shows a cantilever beam that is subject to a point load and a moment. What is the vertical displacement at the tip of the beam? Assume E= 200 GPa and /= 1560 x 10 mm². A. 58.7 mm B. 68.9 mm C. 89.0 mm D. 100 mm -5m 300 kN-m L=10m 60 KN

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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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

This figure shows a cantilever beam that is subject to a point load and a moment.
What is the vertical displacement at the tip of the beam?
Assume E= 200 GPa and /= 1560 x 10 mm².
A. 58.7 mm
B. 68.9 mm
C. 89.0 mm
D. 100 mm
300 kN-m
L=10m
60 KN

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