Answered: 30- 30'- IN Flow 16 OUT Flow 16" K 16…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Consider the building in Figure P2.22, which has a
width into the page of 35 ft. Maximum inundation height,
hmax, and flow velocity, umax, have been determined as 33 ft
and 20 ft/sec, respectively. Calculate the hydrodynamic load applied at floor level on the wall IJKL for Load
Cases 2 and 3, due to outflow. If windows are inundated,
calculate the expected hydrostatic loading on the adjacent
outside walls due to water retained by the floor, or floors.
Finally, calculate the debris impact load to be applied
to the free-standing column CD. Assume Itsu = 1.0 and
Cd = 1.25.

30-
30'-
IN Flow
16
OUT Flow 16"
K
16
OPEN
D
P2.22

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