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Q1. A water tank, 15 m in diameter and 10 m high, is proposed for a site where there is an existing pipeline as shown in Figure 1. The empty tank's weight (dead load) is 350 kN. Assume the water tank is filled to its capacity. Determine the vertical stress increased imposed by the water tank on the pipeline at Point A, B, and C. Assume that unit weight of water Y, =10 kN/m Water tank 0.5 m Yw = 10 kN/m³ 1 m 3 m 2 m 4 m

Q1. A water tank, 15 m in diameter and 10 m high, is proposed for a site where there is an existing pipeline as shown in Figure 1. The empty tank's weight (dead load) is 350 kN. Assume the water tank is filled to its capacity. Determine the vertical stress increased imposed by the water tank on the pipeline at Point A, B, and C. Assume that unit weight of water Y, =10 kN/m Water tank 0.5 m Yw = 10 kN/m³ 1 m 3 m 2 m 4 m

Structural Analysis
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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Q1. A water tank, 15 m in diameter and 10 m high, is proposed for a site where there is an existing pipeline as shown in Figure 1. The empty tank's weight (dead load) is 350 kN. Assume the water tank is filled to its capacity. Determine the vertical stress increased imposed by the water tank on the pipeline at Point A, B, and C. Assume that unit weight of water y, = 10 kN/m³ Water tank 0.5 m k = 10 kN/m³ %3D 1 m 3 m 2 m 4 m
Transcribed Image Text:Q1. A water tank, 15 m in diameter and 10 m high, is proposed for a site where there is an existing pipeline as shown in Figure 1. The empty tank's weight (dead load) is 350 kN. Assume the water tank is filled to its capacity. Determine the vertical stress increased imposed by the water tank on the pipeline at Point A, B, and C. Assume that unit weight of water y, = 10 kN/m³ Water tank 0.5 m k = 10 kN/m³ %3D 1 m 3 m 2 m 4 m
Q3. Three foundations are located next to each other as shown in Figure 3. Determine the stress increases at A, B, and C at a depth of 2 m below the ground surface. -3 m +2.5 m→|+ 6 m A В 5 m = 120 kPa 5 m I, = 90 kPa C 3 m 4 m = 100 kPa 4 m-
Transcribed Image Text:Q3. Three foundations are located next to each other as shown in Figure 3. Determine the stress increases at A, B, and C at a depth of 2 m below the ground surface. -3 m +2.5 m→|+ 6 m A В 5 m = 120 kPa 5 m I, = 90 kPa C 3 m 4 m = 100 kPa 4 m-
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