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| Teaching Since: | May 2017 |
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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
The 80-ft-high water tank of Examples 2.6 and 2.7 is subjected to the force p(t) shown in Fig. E4.2a. The maximum response of the structure with the tank full (weight = 100.03 kips) was determined in Example 4.2.
(a) If the tank is empty (weight = 20.03 kips), calculate the maximum base shear and bending moment at the base of the tower supporting the tank.
(b) By comparing these results with those for the full tank (Example 4.2), comment on the effect of mass on the response to impulsive forces. Explain the reason.

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