Consider the beam given in the figure. Given: X=0.3 in, E=30,000 kips/in², and/= 240 in 4. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 0.003 rad w = 4 kips/ft to 2²- Draw the shear, and moment curves for the given beam in figure if segment AB has 1.5/

Consider the beam given in the figure. Given: X=0.3 in, E=30,000 kips/in², and/= 240 in 4. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 0.003 rad w = 4 kips/ft to 2²- Draw the shear, and moment curves for the given beam in figure if segment AB has 1.5/

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.

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Step 1: State the given data

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Step 2: Determine the fixed end moment

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Step 3: Determine the slope-deflection equation

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Step 4: Apply equilibrium conditions

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Step 5: Determine the support reaction

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Step 6: Calculation of shear force and it's diagram

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Step 7: Calculation of bending moment and its diagram

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