Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134840857
Author: HIBBELER
Publisher: PEARSON
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Chapter 4, Problem 4.9P
To determine

The internal normal force, shear force and bending moment at C.

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2. Vertical highway curve: Given PVI at 65 + 00, L = 800 ft, g1 = +4%, g2 = -3%, and PVI elevation = 264.2 ft, compute the elevations of the curve high point and for all of the full stations until reaching the end of the curve as well as for the beginning and end of the curve.
1. Horizontal highway curve: Given Pl at 65 + 78.20, A = 22°00', and D = 6°00', compute the deflections to the nearest second for the full stations (means stations 65+00, 66+00, etc.) as well as for the beginning and end of the curve.
Water flows uniformly in a channel with a bottom slope of 0.002 and a compound cross-section: Section 1 has concrete sides and bottom. Section 2 is vegetated with light brush. Manning coefficients and dimensions (in meters) are shown below:  Calculate: a. The composite Manning roughness coefficient for the channel b. The flow rate in cubic meters per second (cms) for the water levels shown
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