Given: Distance from the top of foundation to the lateral force, h = 2 m Footing dimension, B1 = 3 B2 = 3 m Concrete density, yc = 24 kN/m2 m, Soil density, ys = 17 kN/m %3! Column dimension, c1= 500 Service loads, mm, Axial load, P = 1200 kN %3D c2 = 500mm Lateral load, H = 250 kN Footing thickness, t 500 1. Evaluate the maximum soil pressure, in kPa .Evaluate the factor of safety against overturning, FSo, 3. Solve for the maximum lateral force H that can be mm 2. Height of soil, z = 1.5 m applied to the column without causing uplift, in kN. www

Given: Distance from the top of foundation to the lateral force, h = 2 m Footing dimension, B1 = 3 B2 = 3 m Concrete density, yc = 24 kN/m2 m, Soil density, ys = 17 kN/m %3! Column dimension, c1= 500 Service loads, mm, Axial load, P = 1200 kN %3D c2 = 500mm Lateral load, H = 250 kN Footing thickness, t 500 1. Evaluate the maximum soil pressure, in kPa .Evaluate the factor of safety against overturning, FSo, 3. Solve for the maximum lateral force H that can be mm 2. Height of soil, z = 1.5 m applied to the column without causing uplift, in kN. www

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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Question

Given:
Distance from the top of foundation to the lateral force, h = 2 m
Footing dimension, B1 = 3
Concrete density, yc = 24 kN/m
m, B2 = 3 m
Soil density, ys = 17 kN/m
!!
Column dimension, c1= 500
Service loads,
mm,
Axial load, P = 1200 kN
c2 500mm
Lateral load, H = 250 kN
Footing thickness, t 500
1. Evaluate the maximum soil pressure, in kPa
Evaluate the factor of safety against overturning, FSo,
3. Solve for the maximum lateral force H that can be
mm
2.
Height of soil, z - 1.5 m
applied to the column without causing uplift, in kN.
Www
C2
P.

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