
ELEMENTARY SURVEYING (LOOSELEAF)
15th Edition
ISBN: 9780134604701
Author: GHILANI
Publisher: PEARSON
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Chapter 21, Problem 21.13P
To determine
The four different types of measurements in performing retracement surveys in their order of importance.
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L
h
Water
Fig. P4
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F
Someone wants to study environmental engineering in a European country for 8 years and wants to deposit an amount of money in one of the approved banks for the purpose of paying his annual study expenses, where it is planned that he will withdraw $2000 annually after one year from the date of deposit for a period of five consecutive years, and then withdraw $3000 annually for the remaining period of his studies. Calculate the amount required to be deposited for the purpose of covering the study expenses if you know that the interest rate is 8.5%
Design a typical girder for the floor system shown in the figure below. In addition to the weight of the beam, the dead
load consists of a 5-inch-thick reinforced concrete slab (normal-weight concrete). The live load is 85 psf, and there is a
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that the beams weigh 35 lb / ft. Let all the loads on the girder act as a uniform load (be sure to include the weight of
the beams).
30'
A
-4 @ 5' = 20'
Use the table below.
-
Mn (ft-kips) Mn/ (ft-kips) | Vn (kips) Vn/v (kips)
Shape
W21 × 48
398
265
216
144
W12 × 58
324
216
132
87.8
W16 × 45
309
205
167
111
W18 × 40
294
196
169
113
a. Use LRFD.
Calculate the required moment strength and the maximum shear.
(Express your answers to three significant figures.)
Mu
-
Vu
Select a shape:
-Select-
b. Use ASD.
ft-kips
kips
Calculate the required moment strength and the maximum shear.
(Express your answers to three significant figures.)
Ma =…
Chapter 21 Solutions
ELEMENTARY SURVEYING (LOOSELEAF)
Ch. 21 - Prob. 21.1PCh. 21 - Prob. 21.2PCh. 21 - Prob. 21.4PCh. 21 - Prob. 21.6PCh. 21 - Prob. 21.7PCh. 21 - Prob. 21.8PCh. 21 - Prob. 21.9PCh. 21 - Prob. 21.10PCh. 21 - Prob. 21.11PCh. 21 - Prob. 21.12P
Ch. 21 - Prob. 21.13PCh. 21 - Prob. 21.14PCh. 21 - Prob. 21.15PCh. 21 - Prob. 21.16PCh. 21 - Prob. 21.17PCh. 21 - Prob. 21.18PCh. 21 - Prob. 21.19PCh. 21 - Prob. 21.20PCh. 21 - Prob. 21.21PCh. 21 - Prob. 21.22PCh. 21 - Prob. 21.23PCh. 21 - Prob. 21.24PCh. 21 - Prob. 21.26PCh. 21 - Prob. 21.28PCh. 21 - Prob. 21.29PCh. 21 - Prob. 21.30PCh. 21 - Prob. 21.31PCh. 21 - Prob. 21.32P
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