EBK ELEMENTARY SURVEYING
15th Edition
ISBN: 8220106714225
Author: GHILANI
Publisher: PEARSON
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Chapter 2, Problem 2.5P
a.
To determine
By converting the distances given in
b.
To determine
By converting the distances given in survey feet to meters.
c.
To determine
By converting the distances given in survey feet to meters.
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a. Determine the effective area for the case shown in the figure below. Suppose that l = 4 in.
For L5 x 5 x 5/8: Ay = 5.90 in.², = 1.47 in.
L5 × 5 × 58
Weld
(Express your answer to three significant figures.)
A₂ = 6.25
in.2
b. Determine the effective area for the case shown in the figure below. Suppose that = 4 in.
PL38 x 4
Weld
(Express your answer to three significant figures.)
A₁ =
in.2
c. Determine the effective area for the case shown in the figure below.
PL³/8 x 5
Weld
(Express your answer to three significant figures.)
in, 2
A₁ =
d. Determine the effective area for the case shown in the figure below.
PL/2 × 51/2
оо
3/4-in.-diam. bolts
(Express your answer to three significant figures.)
A₂ =
in.2
e. Determine the effective area for the case shown in figure below.
PL³½ x 6
7/8-in.-diam. bolts
(Express your answer to three significant figures.)
Ae
in.2
An American Standard Channel shape must resist a factored tensile load. The length is 15 ft, and there will be two lines of
7/8-in. diameter bolts in the web, as shown in the figure below. Estimate the shear lag factor U to be 0.85. (In a practical
design, once the member and bolt layout are selected, the value of U could be computed and the member design could be
revised if necessary.) Use A36 steel. For the steel Fy = 36 ksi and F₁ = 58 ksi. Try the tension members given in the
table below.
Tension member A, (in.²) tw (in.) ry (in.)
C10 x 20
5.87
0.379 0.690
C3 × 6
1.76
0.356 0.413
C6 × 8.2
2.39
0.200
0.536
C5 × 9
2.64
0.325
0.486
Bolt lines
Select an American Standard Channel shape to resist a factored tensile load of 120 kips.
A) C10 × 20
B) C3 × 6
C) C6 x 8.2
D) C5 x 9
-Select- V
What is the required gross area?
(Express your answer to three significant figures.)
Ag
=
in.2
What is the required effective area?
(Express your answer to three significant figures.)
Ae
=
in.2
What is…
It proposed to provide pile foundation for a heavy column; the pile group consisting of 4 piles,
placed at 2.0 m centre to centre, forming a square pattern. The under-ground soil is clay, having
Cu at surface as 60 kN/m², and at depth 10 m, as 100 kN/m². Compute the allowable column
load on the pile cap with factor of safety of 3.0, if the piles are circular having diameters 0.5 m
each and length as 10 m.
Chapter 2 Solutions
EBK ELEMENTARY SURVEYING
Ch. 2 - List the five types of measurements that form the...Ch. 2 - Prob. 2.2PCh. 2 - Prob. 2.3PCh. 2 - Prob. 2.4PCh. 2 - Prob. 2.5PCh. 2 - Prob. 2.6PCh. 2 - Prob. 2.7PCh. 2 - Prob. 2.8PCh. 2 - Prob. 2.9PCh. 2 - Prob. 2.10P
Ch. 2 - Prob. 2.11PCh. 2 - Prob. 2.12PCh. 2 - Prob. 2.13PCh. 2 - Prob. 2.14PCh. 2 - Prob. 2.15PCh. 2 - Prob. 2.16PCh. 2 - Prob. 2.17PCh. 2 - Prob. 2.18PCh. 2 - Prob. 2.19PCh. 2 - Prob. 2.20PCh. 2 - Prob. 2.21PCh. 2 - Prob. 2.22PCh. 2 - Prob. 2.23PCh. 2 - Prob. 2.24PCh. 2 - Prob. 2.25PCh. 2 - Prob. 2.26PCh. 2 - Prob. 2.27PCh. 2 - Prob. 2.28PCh. 2 - Prob. 2.29PCh. 2 - Prob. 2.30PCh. 2 - Prob. 2.31PCh. 2 - Prob. 2.32P
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