Answered: t (kN/m²) 100 75 50 25 0 -25 25 50 75…

Engineering

Civil Engineering

t (kN/m²) 100 75 50 25 0 -25 25 50 75 100 125 150 175 200 o (kN/m²)

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

Determine the factor of safety against bearing capacity failure (assume saturated undrained conditions)

100
75
50
25
T (kN/m²)
O
-25
-50
-75
-100
25
50
75
100
125
150
175
200
o (kN/m²)

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3. Compute the factor of safety against a bearing capacity failure for the 3 m square concrete footing shown below. The groundwater table is 2.5 m below the ground surface. Use Vesic's bearing capacity formula. [Course Objective #2] 3a. Intermediate calculation - enter the applied bearing pressure (q) in kPa. 3b. Intermediate calculation - enter the ultimate bearing capacity (quit) in kPa. 3c. Final calculation - enter the factor of safety. 2.5 m 0.75 m P = 6025 KN 3 m SW, y 18 kN/m³ c' = 0 kPa ' = 36° SM, y≈ 18.5 kN/m³ c' = 3 kPa $' = 30°
Explain the Additional Considerations of Bearing Capacity Equation.
The final bearing capacity under vertical loading is desirable, assuming a reliability coefficient of 4 and creating a total shear rupture and a general equation qu = c'N,FFeaFa + qN,F„FgFgi + yBN,F,FyaFyi Part в D, Foundation type 28.75 kN/m? 17.29 kN/m Continuous 17 kN/m 16.5 kN/m Square a. 1.22 m 0.91 m 25° b. 2 m Im 30 Continuous с. 3 m 2 m 30° qu = c'N, + qN, + yBN, (continuous or strip foundation) qu = 1.3c'N + qNg + 0.4 BN, (square foundation)
Give me right solution according to the question.
How to solve the problem, I hope you can help me, Thank you.
Describe conditions for developing the ultimate bearing capacity equation.
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Define McCarthy (1977) theory for allowable bearing pressure ?
B; Design the area, strength design and effective bearing capacity of column footing, if qa= 10ksf, Fc' for footing=5000psi, Fc' for column= 4000psi, fy=40ksi, s.D.L=400k, sL.L=300k nd colum size=1ftx1ft (convert psi to ksi and all necessary unit conversion 5/
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D. Analyze completely and summarize results from joints A to E