Fundamentals Of Construction Estimating
Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Chapter 4, Problem 4RQ
To determine

(a)

Definition of "bank measure" related to estimating process.

To determine

(b)

Definition of"Swell factor" related to the estimating process.

To determine

(c)

Definition of compaction factor related to the estimating process.

To determine

(d)

Definition of Cut and fill related to the estimating process.

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4. The storm hyetograph below produced 530 acre-ft of runoff over the 725-acre Green River watershed. Plot the storm hyetograph and compute and plot the excess rainfall hyetograph using the op-index method. Time (hours) 0-33-66-99-12 12-15 Rainfall Intensity (in/hr) 0.2 0.8|1.2 1.8 0.9
-125 mm -125 mm -125 mm 100 mm P A C 310 x 45 made of A36 is connected to a plate and carries a load P in tension. The bolts are 22-mm in diameter and is staggered as shown in figure PSAD-016. Properties of C 310 x 45 A = 5680 mm² d = 305 mm t = 12.7 mm tw = 13.0 mm b = 80.5 mm x = 17.1 mm Determine the shear lag factor of the channel. Determine the effective net area of the section in mm². Compute the design capacity of the section.
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