Given the soil element, determine the following:a. Maximum and minimum principal stressesb. Normal and shear stresses on plane ABc. Draw the equivalent Mohr's Circle26 kN/m?S KN/m?B17 kN/m?8 KN/m?45°

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Answered: Given the soil element, determine the…

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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Problem (2): Shaft BC is hollow with inner and outer diameters of 90 mm and 120 mm, respectively. For the loading shown Determine: • The minimum shearing stress in shaft BC. The maximum shearing stress in shaft BC. 0.9 m 0.7 m d 0.5 m A |120 mm TA = 6 kN - m В Tg = 14 kN m C D Tc = 26 kN - m Tn = 6 kN · m
True or False: We do not need to worry about removing the effect of water from the soil weights to get the effective stress because we are just going to add it back in by finding the neutral (water) stress. True 4 False
For the stressed soil element shown:a. Compute the major principal stressb. Compute the minor principal stressc. Compute the normal stress on plane DE
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Stresses in soil. Please draw MOHR Circle
4. Estimate the profile of vertical effective stresses for Zw= 100m and for Zw=3000m. Compare results. Z = 2 m A 16 Water surface Zw Soil surface Ysat = 17 K (108.3 pcf)
The plan of a flexiblerectangular loaded area is shown with a uniformly distributed load q =100 KN/m2. Determine the increasein the vertical stress (A6z) at Z= 2.0 meters bel ow (a) Point A = (b) Point B= (c) Point C= 4 m 1.6 m- 2 m 0.8 m q = 100 kN/m? C 1.2 m-
Q2: For the soil element shown in the figure. Draw Mohr circle, locate OP (origin point), then find the stresses inclined at: 1- 75° from the horizontal plane. 2- With the horizontal plane.
Subject: Soil Mechanics
A =100 kPa B= 20 kPa C = 10 kPa D = 22 degrees
solve situation 2
A soil element is shown in figure. Determine: a. Maximum and Minimum Principal stress. b.Normal and shear stress on plane AB

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Given the soil element, determine the following: a. Maximum and minimum principal stresses b. Normal and shear stresses on plane AB c. Draw the equivalent Mohr's Circle 26 kN/m? S KN/m? B 17 kN/m? 8 KN/m? 45°