0.2: Consider the cantilever beam subjected to the concentrated load shown below The cross section of the beam is of T-shape. Determine The shearing stress 20 mm from the top surface of the beam of a section adjacent to the supporting wall. 50 KN 120mm 2 т 20mm 120mm 20mm

0.2: Consider the cantilever beam subjected to the concentrated load shown below The cross section of the beam is of T-shape. Determine The shearing stress 20 mm from the top surface of the beam of a section adjacent to the supporting wall. 50 KN 120mm 2 т 20mm 120mm 20mm

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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Concept explainers

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

0.2: Consider the cantilever beam subjected to the concentrated load shown below The
cross section of the beam is of T-shape. Determine The shearing stress 20 mm from the
top surface of the beam of a section adjacent to the supporting wall.
50 KN
120mm
2 т
20mm
120mm
20mm

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