Assuming no groundwater, calculate the critical angle of the steepest safe slope,given that effective cohesion of the material = 0, angle of internal friction = 33, Y, =120 lbs/ft and y =62.4 lbs/ft, and the weakest plane lies 7 ft below thesurface. (Answer must be a number, e.g. 10)C+(y,d cosa Y„h) tan p-F.7,d sin aAnswer:

Given Above condition And we have to find critical condition

Answered: Assuming no groundwater, calculate 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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Note: Please avoid rounding off values during the course of solution proper as much as possible. Write the final answer in 4 decimal places
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etermine the maximum value of P that can be applied before any slipping takes place. P H=0.35 80 N 50 N 40 N μ = 0.25, = 0.3- B
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Question-- . If a piezometer is installed at 7 m from the ground surface, what would be the piezometer reading 2 years after the construction is completed? A=6 B=2 C=1 D=7
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Q.9 A plate of area 2m² on which fluid flow with 2y² Y velocity profile as "= 7 5'where y(m) is distance from plate, u(m/s) calculate shear stress (N/m²) at y = 0.4m from plate, when flow is laminar. Dynamic viscosity = 0.015 Pa-s
Q-The flow of water (mass density - 1000 kg/m³) and kinematic viscosity = 106 m² /sec, a compressible pipe with equivalent roughness Ks as 0.12mm yields average shear stress at the pipe boundary = 600N/m². The value of Ks/8' (8' being the thickness of laminar sublayer) for this pipe is ...

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