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A bridge pier is supported on a shallow foundation as shown. The self-weight of the foundation is 1000 kN and the vertical load is 1000 kN. The lateral forces on the footing are 85 kN and 50 kN. Find the maximum and the minimum distribution of pressure at the bottom of the foundation. Hint: convert the two horizontal loads to moments and find the eccentricities. 85 kN 50 kN 2000 kN 3.5 m 2000 kN 85 kN 50 kN 6 m 2.3 m

A bridge pier is supported on a shallow foundation as shown. The self-weight of the foundation is 1000 kN and the vertical load is 1000 kN. The lateral forces on the footing are 85 kN and 50 kN. Find the maximum and the minimum distribution of pressure at the bottom of the foundation. Hint: convert the two horizontal loads to moments and find the eccentricities. 85 kN 50 kN 2000 kN 3.5 m 2000 kN 85 kN 50 kN 6 m 2.3 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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A bridge pier is supported on a shallow foundation as shown. The self-weight of the foundation is 1000 kN and the vertical load is 1000 kN. The lateral forces on the footing are 85 kN and 50 kN. Find the maximum and the minimum distribution of pressure at the bottom of the foundation. Hint: convert the two horizontal loads to moments and find the eccentricities. 85 kN 50 kN 2000 kN 3.5 m 2000 kN 85 kN 50 kN 6 m 2.3 m
Transcribed Image Text:A bridge pier is supported on a shallow foundation as shown. The self-weight of the foundation is 1000 kN and the vertical load is 1000 kN. The lateral forces on the footing are 85 kN and 50 kN. Find the maximum and the minimum distribution of pressure at the bottom of the foundation. Hint: convert the two horizontal loads to moments and find the eccentricities. 85 kN 50 kN 2000 kN 3.5 m 2000 kN 85 kN 50 kN 6 m 2.3 m
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