ELEMENTARY SURVEYING (LOOSELEAF)
ELEMENTARY SURVEYING (LOOSELEAF)
15th Edition
ISBN: 9780134604701
Author: GHILANI
Publisher: PEARSON
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Chapter 7, Problem 7.17P
To determine

Azimuths and bearing from north for each side of the traverse.

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Q2. For the beams shown below: i. ii. iii. iv. Sketch the deflected shape Determine the reactions at the supports Calculate and sketch the distribution of the shear force and the bending moment Locate the max moment and POC locations (Note: all dimensions are in meters) 15kN/m 6kN/m 30 KN 30 A B Pin D 5.0 1.0 2.0 3.0
Q2. For the beams shown below: i. ii. iii. iv. Sketch the deflected shape Determine the reactions at the supports Calculate and sketch the distribution of the shear force and the bending moment Locate the max moment and POC locations (Note: all dimensions are in meters) 15kN/m 6kN/m 30 kN 30 Σ A B Pin C D 5.0 1.0 2.0 3.0
Use Burdine's (1953) equation from the handout (the statistical capillary tube model equation with the values of b, r, and m assumed by Burdine) to mathematically derive a relationship for the hydraulic conductivity function that is based on the SWRC model of Brooks and Corey (1964).
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