EBK ELEMENTARY SURVEYING
EBK ELEMENTARY SURVEYING
15th Edition
ISBN: 8220106714225
Author: GHILANI
Publisher: PEARSON
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Chapter 23, Problem 23.7P
To determine

Reasons for using stakes be set closer on the stake out of a pipeline and areas of their use.

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For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m.
A permeability test apparatus of diameter 82.5 mm contains a column of fine sand 460 mm long. When water flows through it under a constant head at a rate of 191 cm3/minute, the loss of head between two points 250 mm apart is 380 mm. Calculate the coefficient of permeability of the fine sand. If falling head test is made on the same sample using a standpipe of diameter of 30 mm, in what time will the water level in standpipe fall from 1560 mm to 1066 mm above outflow level.
Computation must be completeFor the given cantilever beam shown in the figure below,a. Draw the shear and moment diagram using service loads.b. Determine the critical design moment using Working Stress Design (Ma) load combinations.c. Draw the shear and moment diagram using factored loads.d. Determine the critical design moment using Strength Design (Mu) load combinations, use NSCP2015.e. For the given cross-section of the beam, give the reason why the reinforcement is at the topportion of the beam section?
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