SIT. I26KYmA7m 5mBUse TME180KNIm 3mHT 0.8kfE = 110 GPaIDet.a.) MBFunb.) Mc0.8KM D c.) Mmaxd.) RAe.) Rc0.3mm.= 2010 x106mm²

Answered: Image /qna-images/answer/44a3c15a-e646-4e48-972e-88a9af07d54c.jpg

Answered: 6IT. I 26KYm m A 7m f FM Sm B Use TME…

6IT. I 26KYm m A 7m f FM Sm B Use TME 180KN 1m 3m Gr JUM C fr E = 110 GPa I Det. a.) MB b.) Mc 0.8KM D c.) Mmax 0.3mm. clm = 2010 x 10 mm d.) RA e.) Rc

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

SIT. I
26KYm
A
7m 5m
B
Use TME
180KN
Im 3m
HT 0.8k
f
E = 110 GPa
I
Det.
a.) MB
Fun
b.) Mc
0.8KM D c.) Mmax
d.) RA
e.) Rc
0.3mm.
= 2010 x106mm²

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Step 1: Given

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Step 2: Factors for the three-moment equation

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Solution

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Step 3: 3 moment equation for span ABC

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Step 4: 3 moment equation for span ABC

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Step 5: 3 moment equation for span BCD

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Step 6: 3 moment equation for span BCD

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Step 7: Determination of span moments

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Step 8: Free body diagram

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Step 9: Support reactions

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Step 10: Maximum moment

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