Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 2 Terms (12 Months) Printed Access Card
Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 2 Terms (12 Months) Printed Access Card
9th Edition
ISBN: 9781337583817
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 13, Problem 13.14P
To determine

The Rankine passive force σp(z=H) per unit length of the wall, the variation of active earth pressure Pa with depth, and the location z¯ of the resultant measured from the bottom of the wall.

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337 kN -Weld -25° 6 mm PROBLEM 1.33 A steel pipe of 300 mm outer diameter is fabricated from 6 mm thick plate by welding along a helix which forms an angle of 25° with a plane perpendicular to the axis of the pipe. Knowing that the maximum allowable normal and shearing stresses in directions respectively normal and tangential to the weld are σ = 50 MPa and 7 = 30 MPa, determine the magnitude P of the largest axial force that can be applied to the pipe.
2.2 Identify the Zero Force Members for the truss shown. Show your final answer with a sketch and mark the zero force bars with "0". D 700 N 500 N
1. (a) Explain Rankine's Theory of lateral earth pressures (at rest, active and passive) in terms of Mohr's circles. (6%) (b) What are the two important assumptions of Rankine in determination of lateral earth pressures on a retaining structure? (4%) (c) Show all the pressures acting on the wall below and determine them (30%) 0.5m 10 5.0 m 1.0 m Sand Y-18.5 kN/m³ $-36° Tos m 1.5m 1.0 m 1.0 m
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