
EBK ENGINEERING FUNDAMENTALS: AN INTROD
5th Edition
ISBN: 8220100543401
Author: MOAVENI
Publisher: CENGAGE L
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Chapter 8, Problem 47P
To determine
Find the total volume of the outdoor air.
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A6.2- Given a simply supported beam with the typical
cross-section as shown in the figure below. Assume interior
exposure for this beam. The beam properties are summarized
below.
a) Check if the beam section satisfies the CSA A23.3 cracking
control requirements. In your calculations, find f, accurately
based on the loading, and compare the results with f = 0.6 fy.
b) Find the deflection due to DL+LL at mid-span after 6
years.
Given: Concrete: Normal density with f'c = 25 MPa
Reinforcement: Uncoated rebars with fy = 400 MPa
Shear reinforcement: 10M
Maximum aggregate size: 20 mm
Clear cover to the stirrup: 30 mm
Clear spacing between the bars
=
35 mm
35 mm
30 mm
m
WDL= 20 kN/m
WLL= 15 kN/m
抖抖
b=400 mm
As = 8-25M
Cross-section
h=500 mm
A5.1- An unbraced column shown in Figure 1, column A-B with square
cross-section is given. The column is subjected to
Dead load (unfactored): PDL = 3000 kN, MDL-top = 85 kN.m, MDL-bo
=
-DL-bottom
= 100 kN.m.
=
Assume the cross-section of column is constant from top to bottom, and all the
beams have width = 300 mm and height 350 mm. Using f'c = 25 MPa, fy =
400 MPa, design the column and determine the ties spacing and arrangement.
Use 25M or 30M bars for longitudinal reinforcement, and 10M bars for ties.
Assume clear cover to be 40mm.
The design p has to be between 0.01 and 0.02. Column maximum dimension
can be 500mm.
т
4.0m
7.0m
5.5m
+
6.5m
Figure 1
B
7.43 Neglecting head losses, determine what horsepower the pump must deliver to produce the flow as shown. Here, the
elevations at points A, B, C, and D are 124 ft, 161 ft, 110 ft, and 90 ft, respectively. The nozzle area is 0.10 ft².
B
Nozzle
Water
C
D
Problem 7.43
Chapter 8 Solutions
EBK ENGINEERING FUNDAMENTALS: AN INTROD
Ch. 8.2 - Prob. 1BYGCh. 8.2 - Prob. 2BYGCh. 8.2 - Prob. 3BYGCh. 8.2 - Prob. 4BYGCh. 8.2 - Prob. BYGVCh. 8.4 - Prob. 1BYGCh. 8.4 - Prob. 2BYGCh. 8.4 - Prob. 3BYGCh. 8.4 - Prob. BYGVCh. 8.5 - Prob. 1BYG
Ch. 8.5 - Prob. 2BYGCh. 8.5 - Prob. 3BYGCh. 8.5 - Prob. 4BYGCh. 8.5 - Prob. BYGVCh. 8 - Prob. 1PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 9PCh. 8 - Prob. 10PCh. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - Prob. 13PCh. 8 - Prob. 14PCh. 8 - Prob. 15PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - Prob. 26PCh. 8 - Prob. 27PCh. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Prob. 30PCh. 8 - Prob. 31PCh. 8 - Prob. 32PCh. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Prob. 36PCh. 8 - Prob. 37PCh. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 42PCh. 8 - Prob. 43PCh. 8 - Prob. 44PCh. 8 - Prob. 45PCh. 8 - Prob. 46PCh. 8 - Prob. 47PCh. 8 - Prob. 48PCh. 8 - Prob. 49PCh. 8 - Prob. 50P
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