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Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 14, Problem 14.3P
To determine
To explainrectangular
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Students have asked these similar questions
Water (at 10° C has n = 1.31 x 106 m²/s) flows from reservoir A (surface elevation 100 m) through a 2.25-m-diameter concrete pipe (e = 0.36 mm; f=0.014) to reservoir
B (surface elevation 91.84 m). If the 2 reservoirs are 17 km apart, find the flow velocity V (to 2 decimal places x.xx) ignoring minor losses.
100 m
A
L = 17 km
P₁
h₁ + = +
V²
2g
D=2.25 m
91.84 m
B
+ h₂
2g
P₂
= =h₂+ +
V
The floor system of an apartment building consists of a 4-inch-thick reinforced concrete slab resting on three steel floor beams, which are in turn supported by two steel girders, as shown below. The areas of cross section of the
floor beams and the girders are 18.3 in.2 and 32.7 in.², respectively. Determine the dead load acting on the beam CD.
Steel girder
(A-32.7 in.2)
At
I-
25 ft
B
I
Steel
column
C
D
Steel floor beam
(A =18.3 in.2) I
a. 600.0 lb/ft
b. 662.3 lb/ft
c. 62.3 lb/ft
d. 1347.3 lb/ft
E
4 in.
concrete slab
2 at 12 ft = 24 ft
What is the classification of the structure shown below?
Hinge
a. Internally unstable, statically indeterminate
b. Internally stable, statically determinate
c. Internally stable, statically indeterminate
Od. Internally unstable, statically determinate
Chapter 14 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 14 - Prob. 14.1QCh. 14 - Prob. 14.2QCh. 14 - Prob. 14.3QCh. 14 - Prob. 14.4QCh. 14 - Prob. 14.5QCh. 14 - Prob. 14.6QCh. 14 - Prob. 14.7QCh. 14 - Prob. 14.8QCh. 14 - Prob. 14.9QCh. 14 - Prob. 14.10Q
Ch. 14 - Prob. 14.11QCh. 14 - Prob. 14.12QCh. 14 - Prob. 14.13QCh. 14 - Prob. 14.14QCh. 14 - Prob. 14.15QCh. 14 - Prob. 14.16QCh. 14 - Prob. 14.17QCh. 14 - Prob. 14.18QCh. 14 - Prob. 14.19QCh. 14 - Prob. 14.20QCh. 14 - Prob. 14.21QCh. 14 - Prob. 14.22QCh. 14 - Prob. 14.23QCh. 14 - Prob. 14.24QCh. 14 - Prob. 14.25QCh. 14 - Prob. 14.26QCh. 14 - Prob. 14.27QCh. 14 - Prob. 14.28QCh. 14 - Prob. 14.29QCh. 14 - Prob. 14.30QCh. 14 - Prob. 14.31QCh. 14 - Prob. 14.32QCh. 14 - Prob. 14.33QCh. 14 - Prob. 14.34QCh. 14 - Prob. 14.35QCh. 14 - Prob. 14.2PCh. 14 - Prob. 14.3PCh. 14 - Prob. 14.4PCh. 14 - Prob. 14.5PCh. 14 - Prob. 14.6PCh. 14 - Grading plan requirements.Ch. 14 - Prob. 14.8PCh. 14 - Prob. 14.9PCh. 14 - Prob. 14.10PCh. 14 - Prob. 14.11PCh. 14 - Prob. 14.12PCh. 14 - Prob. 14.13PCh. 14 - Prob. 14.14PCh. 14 - Prob. 14.15PCh. 14 - Prob. 14.16PCh. 14 - Prob. 14.17P
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