Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
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Chapter 12, Problem 12.23P
To determine
Calculate the traverse area of piece of property using the coordinate method
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Attached pics is a sample problem, can you compute it for me, I just want to compare my answer. Thank you.
Problem 2: The Douglas fir beam below supports uniform live (WL) and dead loads (WD) as shown
below. Assume the total distributed load is 700 lb/ft.
WD=300#/PT. W₁ = 400#
W₁ = 400#/FT-
J J J J I J J J
L=161
a) Assuming an alllowable deflection of L/360, compute the magnitude of the allowable deflection.
b) Using an 8"x12" timber beam (see Table A1-b on page 567 of your text for properties) compute
the actual deflection. Assume E = 1.6 x 100 psi.
c) Based on your answers for parts a and b, determine if an 8"x12" timber beam is safe for this
application
Please use relationship method as I do not understand that one.
Chapter 12 Solutions
Elementary Surveying (14th Edition)
Ch. 12 - Prob. 12.1PCh. 12 - Prob. 12.2PCh. 12 - Prob. 12.3PCh. 12 - Prob. 12.4PCh. 12 - Prob. 12.5PCh. 12 - Prob. 12.6PCh. 12 - Prob. 12.7PCh. 12 - Prob. 12.8PCh. 12 - Prob. 12.9PCh. 12 - Prob. 12.10P
Ch. 12 - Prob. 12.11PCh. 12 - Prob. 12.12PCh. 12 - Prob. 12.13PCh. 12 - Prob. 12.14PCh. 12 - Prob. 12.15PCh. 12 - Prob. 12.16PCh. 12 - Prob. 12.17PCh. 12 - Prob. 12.18PCh. 12 - Prob. 12.19PCh. 12 - Prob. 12.21PCh. 12 - Prob. 12.22PCh. 12 - Prob. 12.23PCh. 12 - Prob. 12.24PCh. 12 - Prob. 12.25PCh. 12 - Prob. 12.26PCh. 12 - Prob. 12.27PCh. 12 - Prob. 12.28PCh. 12 - Prob. 12.29P
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