STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 2, Problem 15P
To determine
Find the external wind pressure acting on the windward and leeward walls of the building.
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According to the NBCC 2015, a building with multiple windows and doors with a non-uniform distribution, and no dominant opening will have an internal pressure coefficient, ???, of _____ to evaluate the maximum internal wind pressure acting towards the wall surfaces.a) -0.45
b) 0.75 c) 0.3
Wind blows on the side of the fully enclosed warehouse building as shown which is located on open flat terrain in Bacoor City, Cavite. If the building is classified as Category 5 and under Exposure C with a wind speed of 230 kph, determine the design wind pressures on all sides of the building and on the roof of the building. Use NSCP 2015.
.The wind pressures used in the design
of buildings in accordance with the
International Building Code are
B.
A. those caused by tornadoes.
increased when the amount and
height of ground surface irregularities
increase in an area within one mile of
the site.
C. greater in the middle of a wall than at
the corners.
D. required to act in both inward and
outward directions on wall surfaces.
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STRUCTURAL ANALYSIS (LL)
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