Assiynment 1120KN3KN/m4.5 m1.5m3 mSO mmSection of T-beam:130 mm(50 mmThe T-beam is subjected to the Toad hing shown.Cal culate the manimun skear stress in the beam,and draw shear stress distrib utyon overthe cros secton at this critial location, wheremanimum shear stren occurs.

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Assignment 11 20KN 1-5 m 1-5m 3 m 1S0 mm Section of T-beam: 30 mn (50 mm The T-beam is subjected to the Toad hing shawn. Cal culate the manimun shear strss ih the beam, and draw shear stress distrib utyon over the cro secton at this critical location, where manimnm shear stren occurs.

Assignment 11 20KN 1-5 m 1-5m 3 m 1S0 mm Section of T-beam: 30 mn (50 mm The T-beam is subjected to the Toad hing shawn. Cal culate the manimun shear strss ih the beam, and draw shear stress distrib utyon over the cro secton at this critical location, where manimnm shear stren occurs.

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

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

Assiynment 11
20KN
3KN/m
4.5 m
1.5m
3 m
SO mm
Section of T-beam:
130 mm
(50 mm
The T-beam is subjected to the Toad hing shown.
Cal culate the manimun skear stress in the beam,
and draw shear stress distrib utyon over
the cros secton at this critial location, where
manimum shear stren occurs.

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