Structural Analysis, 5th Edition
5th Edition
ISBN: 9788131520444
Author: Aslam Kassimali
Publisher: Cengage Learning
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Chapter 6, Problem 19P
To determine
Find the smallest moment of inertia (I) required for the beam if the deflection does not exceed the limit of
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Complete the profile leveling notes in Table 1. Show the arithmetic check and sample
calculations of your work. Draw a neat sideview sketch showing the location of all stations and
indicate on the sketch all of the numbers in your completed table.
3. A level loop was run starting at BM 20 and going clockwise around the loop shown below in
Figure 2. The given known elevation of BM 20 is 1418.013 ft. When closing the level loop, BM 20
was found to have an elevation of 1417.890 ft.
(a) Adjust the elevation of each station to correct for error. Show sample calculations of your
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(b) What is the accuracy ratio of the survey?
BM 20
Elev. 1418.013
2.3 mi
BM 20A
Observed Elev. 1234.567
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1.6 mil
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BM 20B
Observed Elev.
1357.913
BM 20C
Observed Elev. 1396.963
A W14 x 82 with 20 ft length column is part of a braced frame. The load and moments
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load of 63 k; axial compressive live load of 76 k; upper dead moment of 32 ft-k; upper
live moment of 56 ft-k; lower dead moment of 65 ft-k; lower live moment of 95 ft-k; the
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ial live load of
Chapter 6 Solutions
Structural Analysis, 5th Edition
Ch. 6 - Prob. 1PCh. 6 - Prob. 2PCh. 6 - Prob. 3PCh. 6 - Prob. 4PCh. 6 - Prob. 5PCh. 6 - Prob. 6PCh. 6 - Prob. 7PCh. 6 - Prob. 8PCh. 6 - Prob. 9PCh. 6 - Prob. 10P
Ch. 6 - Prob. 11PCh. 6 - Prob. 12PCh. 6 - Prob. 13PCh. 6 - Prob. 14PCh. 6 - Prob. 15PCh. 6 - Prob. 16PCh. 6 - Prob. 17PCh. 6 - Prob. 18PCh. 6 - Prob. 19PCh. 6 - Prob. 20PCh. 6 - Prob. 21PCh. 6 - Prob. 22PCh. 6 - Prob. 23PCh. 6 - Prob. 24PCh. 6 - Prob. 25PCh. 6 - Prob. 26PCh. 6 - Prob. 27PCh. 6 - Prob. 28PCh. 6 - Prob. 29PCh. 6 - Prob. 30PCh. 6 - Prob. 31PCh. 6 - Prob. 32PCh. 6 - Prob. 33PCh. 6 - Prob. 34PCh. 6 - Prob. 35PCh. 6 - Prob. 36PCh. 6 - Prob. 37PCh. 6 - Prob. 38PCh. 6 - Prob. 39PCh. 6 - Prob. 40PCh. 6 - Prob. 41PCh. 6 - Prob. 42PCh. 6 - Prob. 43PCh. 6 - Prob. 44PCh. 6 - Prob. 45PCh. 6 - Prob. 46PCh. 6 - Prob. 47PCh. 6 - Prob. 48PCh. 6 - Prob. 49PCh. 6 - Prob. 50PCh. 6 - Prob. 51PCh. 6 - Prob. 52PCh. 6 - Prob. 53PCh. 6 - Prob. 54PCh. 6 - Prob. 55PCh. 6 - Prob. 56PCh. 6 - Prob. 57PCh. 6 - Prob. 58PCh. 6 - Prob. 59PCh. 6 - Prob. 60P
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