Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 13, Problem 13.7P
To determine
Find the factor of safety against sliding.
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A short rectangular post supports a compressive load of P = 210 kN as shown. A top view of the post showing the location where load P is applied to the top of the post is also shown. Determine the vertical normal stress at corner d of the post.
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E=220GPA, P= 10 kN, a=2 m
Q4: For the soil element shown, compute the stresses acting on the plane inclined by 40° with the horizontal
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Chapter 13 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
Ch. 13 - Prob. 13.1PCh. 13 - Prob. 13.2PCh. 13 - Prob. 13.3PCh. 13 - Prob. 13.4PCh. 13 - Prob. 13.5PCh. 13 - Prob. 13.6PCh. 13 - Prob. 13.7PCh. 13 - Prob. 13.8PCh. 13 - Prob. 13.9PCh. 13 - Prob. 13.10P
Ch. 13 - Prob. 13.11PCh. 13 - Prob. 13.12PCh. 13 - Prob. 13.13PCh. 13 - Prob. 13.14PCh. 13 - Prob. 13.15PCh. 13 - Prob. 13.16PCh. 13 - Prob. 13.17PCh. 13 - Prob. 13.18PCh. 13 - Prob. 13.19PCh. 13 - Prob. 13.20PCh. 13 - Prob. 13.21PCh. 13 - Prob. 13.22PCh. 13 - Prob. 13.23PCh. 13 - Prob. 13.25PCh. 13 - Prob. 13.26PCh. 13 - Prob. 13.27CTPCh. 13 - Prob. 13.28CTPCh. 13 - Prob. 13.29CTP
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- The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and B, assuming at-rest conditions.arrow_forwardIf the maximum shear stress acting on rectangular beam is 50 N/mm², determine the average shear stress? Select one: Ⓒa. 31.5 N/mm² Ob. 33.33 N/mm² O c. 37.5 N/mm² Od. 42.5 N/mm²arrow_forwardDetermine normal stress across plane passing through 50 degree to the plane 100 N/mm2arrow_forward
- 1. If the T-beam is subjected to a vertical shear of V = 12kip, determine the maximum shear stressin the beam. Also, compute the shear-stress jump at the flange-web junction AB. Sketch thevariation of the shear-stress intensity over the entire cross-section.arrow_forwardThe following data were obtained in a direct shear test. Normal pressure =20kN/m 2 , shear stress on the failure plane =16kN/m 2 . Angle of internal friction =20 ∘ , cohesion =8kN/m2. Represent the data by Mohr's Circle (by plotting) and show the principal stresses and the direction of the principal planes on the plotarrow_forward#1 Determine the deformation of point b in mmarrow_forward
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