For the cantilever bearn shown, determine the normal and shear stresses acting at point K. The cross-sectional dimensions of the beam cross section and the location of point K are also shown. Use the following values: a = 2.15 m, b =0.80 m, Py 10 kN, P₂ = 8 kN, b = 165 mm, k = 59 mm, t = 12 mm, h = 42 mm, t = 6 mm, and d = 260 mm.by"

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For the cantilever beam shown, determine the normal and shear stresses acting at point K. The cross-sectional dimensions of the bear cross section and the location of point K are also shown. Use the following values: a = 2.15 m, b = 0.80 m, Py 10 kN, P₂8 kN, by 165 mm, k = 59 mm, 12 mm, h 42 mm, 6 mm, and d = 260 mm. 4

For the cantilever beam shown, determine the normal and shear stresses acting at point K. The cross-sectional dimensions of the bear cross section and the location of point K are also shown. Use the following values: a = 2.15 m, b = 0.80 m, Py 10 kN, P₂8 kN, by 165 mm, k = 59 mm, 12 mm, h 42 mm, 6 mm, and d = 260 mm. 4

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

For the cantilever bearn shown, determine the normal and shear stresses acting at point K. The cross-sectional dimensions of the beam cross section and the location of point K are also shown. Use the following values: a = 2.15 m, b =
0.80 m, Py 10 kN, P₂ = 8 kN, b = 165 mm, k = 59 mm, t = 12 mm, h = 42 mm, t = 6 mm, and d = 260 mm.
by
"

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Step 1: Introducing Given Data

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Step 2: Calculation of Moment of Inertia

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Step 3: Calculate shear stress at K

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Step 4: Calculate Bending stress at K

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Step 5: Summary of stress at K

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