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1. The square foundation below carries uniformly distributed loading q=120 kPa. Find an increase of pressure at points A and B using the attached influence chart. D. PLAN VIEW AO 4m BO SAND B CLAY 3m 7m 1 m 3m 3m

1. The square foundation below carries uniformly distributed loading q=120 kPa. Find an increase of pressure at points A and B using the attached influence chart. D. PLAN VIEW AO 4m BO SAND B CLAY 3m 7m 1 m 3m 3m

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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Values of I 0.25 0.24 0.22 0.20 0.18 0.16 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0.00 0.01 0.5 8- P 0₂ Z q per print area m & n are interchangeable 246 80.1 1.8 1.6 m = ∞0 3.0- 2.5 2 Values of n = 1/₂ 2.0 4 6 81.0 2 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 m = 0.1 m = 0.0 4 6 8 10
Transcribed Image Text:Values of I 0.25 0.24 0.22 0.20 0.18 0.16 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0.00 0.01 0.5 8- P 0₂ Z q per print area m & n are interchangeable 246 80.1 1.8 1.6 m = ∞0 3.0- 2.5 2 Values of n = 1/₂ 2.0 4 6 81.0 2 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 m = 0.1 m = 0.0 4 6 8 10
1. The square foundation below carries uniformly distributed loading q-120 kPa. Find an increase of pressure at points A and B using the attached influence chart. PLAN VIEW ΑΦ AO 4m BO SAND B CLAY 3 m 7m 1m 3m 3m
Transcribed Image Text:1. The square foundation below carries uniformly distributed loading q-120 kPa. Find an increase of pressure at points A and B using the attached influence chart. PLAN VIEW ΑΦ AO 4m BO SAND B CLAY 3 m 7m 1m 3m 3m
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