Water tank 0.5 m- 1m 3 m 2 m FIGURE P7.26
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A water tank, 15 m in diameter and 10 m high, is
proposed for a site where there is an existing pipeline
(Figure P7.26). Plot the distribution of vertical and lateral stress increases imposed by the water tank on the pipeline along one-half the circumference nearest to the tank.
The empty tank’s weight (deal load) is 350 kN. Assume the
water tank is fi lled to its capacity
Transcribed Image Text:Water tank
0.5 m
3 m
2 m
4 m
FIGURE P7.26
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