Elementary Surveying: An Introduction To Geomatics (15th Edition)
15th Edition
ISBN: 9780134604657
Author: Charles D. Ghilani
Publisher: PEARSON
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Chapter 14, Problem 14.33P
To determine
The geodetic maximum height difference accuracy order and class NFS.
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A3.2- The 4.5m long cantilever beam is subjected to the specified uniformly distributed dead load 7.0 kN/m
(including self-weight) and to the specified uniformly distributed live load 8.0 kN/m. The beam is made of
normal density concrete containing maximum 20mm aggregate size with f'c = 25 MPa. Design the shear
reinforcement for the beam using U-stirrups and fy = 400 MPa.
Figure 2
WDL = 7.0 kN/m
WLL=8.0 kN/m
4.5 m
450 mm'
380 mm
*250 mm
3-30M
Cross-section
A3.1- A simply supported beam is subjected to factored concentrated load of 400 kN at
mid-span. The beam has a 10m span and a rectangular cross-section with bw = 350mm,
effective depth d = 520mm, and total height h = 620mm.
a) Ignor the self-weight of the beam and design the required shear reinforcement for the
beam. Use 10M U-stirrups.
b) Sketch the beam elevation and show the stirrups.
Given: The beam is reinforced with 5-25M longitudinal bars
f'c = 30 MPa
fy = 400 MPa
Maximum aggregate size: 20mm
Figure 1
P= 400 kN
k
5.0 m
+
5.0 m
620 mm
520 mm
350 mm
+
Cross-section
+
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For Primary Structure remove
and cut BF
For redundant structures
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A=Sin² E=290ooks for
diagonal members
A= 30.25in² E = 1800 ksi
for hoizontal &
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roller@G, make Da roller
Chapter 14 Solutions
Elementary Surveying: An Introduction To Geomatics (15th Edition)
Ch. 14 - Prob. 14.1PCh. 14 - Prob. 14.2PCh. 14 - Prob. 14.3PCh. 14 - Prob. 14.4PCh. 14 - Prob. 14.5PCh. 14 - Prob. 14.6PCh. 14 - Prob. 14.7PCh. 14 - Prob. 14.8PCh. 14 - Prob. 14.9PCh. 14 - Prob. 14.10P
Ch. 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. 14.17PCh. 14 - Prob. 14.18PCh. 14 - Prob. 14.19PCh. 14 - Prob. 14.20PCh. 14 - Prob. 14.21PCh. 14 - Prob. 14.22PCh. 14 - Prob. 14.23PCh. 14 - Prob. 14.24PCh. 14 - Prob. 14.25PCh. 14 - Prob. 14.26PCh. 14 - Prob. 14.27PCh. 14 - Prob. 14.28PCh. 14 - Prob. 14.29PCh. 14 - Prob. 14.30PCh. 14 - Prob. 14.31PCh. 14 - Prob. 14.32PCh. 14 - Prob. 14.33PCh. 14 - Prob. 14.34PCh. 14 - Prob. 14.35PCh. 14 - Prob. 14.36PCh. 14 - Prob. 14.37PCh. 14 - Prob. 14.38P
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