Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 16, Problem 16.10P
To determine
Find the Rankine active earth pressure coefficient
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Q3) Find the volume of the prism which has sides A, B and C within the error range.
A= 2.0 m + 0.15m
B= 2.8 m + 0.23m
C= 4.5 m +0.3m
1. By using Double Integration Method, Determine the deflection at the midspan of the beam shown.
-5 m-
30 kN/m
5 m-
El= constant
E=200 GPa
I=1460x10 mm
2. By using Double Integration Method, Determine the deflection at the free end of the beam shown
180 kN
B
B
-5 m-
El= constant
E = 70 GPa
1 = 2,340 (106) mm²
2 m-
15 kN/m
-4 m-
D
Determine the location of the maximum deflection using double integration method, determine the magnitude of the maximum deflection using double integration method, use E=200x10^6 KPa and I=1.440x10^-5 m^4
Chapter 16 Solutions
Principles of Foundation Engineering (MindTap Course List)
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- Q4: For the soil element shown, compute the stresses acting on the plane inclined by 40° with the horizontal plane then draw Mohr circle and place the stresses with respect to O.P. 20kPa 35kPa 100kPa 300 40°arrow_forwardParrow_forward120 KN 50 KN/m 2.0 m 50 KN/m 2.0 m B A 4.0 m 4.0 m a. Determine the location of the maximum deflection using double integration. b. Determine the magnitude of the maximum deflection using double integration method using E = 200 x10^6 KPa and I = 1.440 x10^-5 m4arrow_forward
- 120 KN 1.5 m 60 KN/m 60 KN/m 1.0 m A 3.0 m 3.0 m a. Determine the location of the maximum deflection using double integration. b. Determine the magnitude of the maximum deflection using double integration method using E = 200 x10^6 KPa and I = 1.440 x10^-5 m4arrow_forwardDetermine the flexural stresses using the transformed area method. Show complete solutionarrow_forwardFor the simply supported beam shown, determine the deflection 1.5m from the right support. Use E = 200,000 MPa and 1 = 10 x 10 mm. Double integration. (Boundary method)arrow_forward
- Determine the slope and vertical displacement of point A on the beam shown in the accompanyingillustration. Use Conjugate Beam Method. E = 200,000 MPa.arrow_forwardThe location of trial failure surface on a slope is shown in Figure and the stress components for each slice are listed in Table. Slice Shearing component _(kN.m·') -0.280 -0.227 0.383 3.214 6.543 8.368 9.792 Normal component (kŇ.m*) 1.911 7.745 13.139 16.344 17.625 16.718 12.125 0.486 Length of trial failure surface=11m Soil friction angle 6° Cohesion, c=28kPa No. 1 3 4 6. 4.228 Trial Fallure Surface (a) Compute the driving stress. (b) Compute the stabilizing stress. (c) Analyze the safety of the slope.arrow_forwardExercises at the end of the third chapter of Goodman's book Introduction to Rock Mechanicsarrow_forward
- 2arrow_forwardPlease show complete detailed solution. P=53arrow_forwardQ:: For the figure below and by using Khosla's Theory. 1. Find the corrected percentage of pressure at points A and B. 2. Does the floor thickness at points A and B is safe against the uplift pressure? 16 m 14 m +-1m 12 m 5m 4m 18m 5m 22marrow_forward
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