How to solve the problem, hope that you cant help me. Thank you. BD-A COLUMN 500mm x 500mm AT CENTER OF A 3m x 3m FOOTINGA DEAPLOAD OF 828 kN ANDA LIVELOAD OF 372 KN. ADDITIONAL LATERAL DEAD LOAD OF 250 KN 18 ACTING 500mm FROM THE GRADE.CONSIDER THAT THE BASE OF THE FOOTING IS 2n FELOW THE GRADE, ASSUME UNIT WEIGHT OF CONCRETETO BE 24 kN/m²³² AND THAT OF SOIL TO BE 17KN/m³. THE TOTAL DEPTH OF FOOTING IS 500MM WITH ANEFFECTIVE STEEL COVER OF gomm - USE fc = 21 MTG AND fy = 415 MPa.a.) EVALUATE THE MINIMUM SOIL PRESSURE 14 kPa.b.) SOLVE FOR THE MAXImum LATERAL FORCE THAT CAN BE APPLIED SO THAT THERE WILL BE NOTENSILE STRESS IN THE FOOTING.c.) ULTIMATE PUNCHING SHEAR STRESSd.) PROVE THAT THE FOOTING IS SAFE OR NOT IN TWO-WAY STRESS FAILURE.e) MAXIMUM ULTIMATE MOMENT DEVELOP IN THE FOOTING.

Answer (a) Calculation of minimum soil pressure We know that minimum soil pressure is given by qmin…

A COLUMN Fcomm x 500mm AT CENTER OF A 3m x 3m FOOTING SUPPORTS A DEADLOAD OF 928 ION AND A LIVELOAD OF 372 KN. ADDITIONAL LATERAL DEAP LOAD OF 250 KN 18 ACTING 500mm FROM THE GRADE. CONSIDER THAT THE PARE OF THE FOCTING IS 2n BELOW THE GRADE, ASSUME UNIT WEIGHT OF CONCRETE TO BE 24 kN/m³ AND THAT OF SOIL TO BE 17KN/M². THE TOTAL DEPTH OF FOOTING IS ECOMM WITH AN EFFECTIVE STEEL COVER OF gomm - USE fc = 21 MTG AND fy = 415 MB. a.) EVALUATE THE MINIMUM SOIL PRESSURE IN KPG. 1.) SOLVE FOR THE MAXIMUM LATERAL FORCE THAT CAN BE APPLIED SO THAT THERE WILL BE NO TENSILE STRESS IN THE FOOTING. c) ULTIMATE PUNCHING SHEAR STRELS d.) FROVE THAT THE FOOTING IS SAFE OR NOT IN TWO-WAY STRESS FAILURE. MAXIMUM ULTIMATE MOMENT DEVELOP IN THE FOOTING.

A COLUMN Fcomm x 500mm AT CENTER OF A 3m x 3m FOOTING SUPPORTS A DEADLOAD OF 928 ION AND A LIVELOAD OF 372 KN. ADDITIONAL LATERAL DEAP LOAD OF 250 KN 18 ACTING 500mm FROM THE GRADE. CONSIDER THAT THE PARE OF THE FOCTING IS 2n BELOW THE GRADE, ASSUME UNIT WEIGHT OF CONCRETE TO BE 24 kN/m³ AND THAT OF SOIL TO BE 17KN/M². THE TOTAL DEPTH OF FOOTING IS ECOMM WITH AN EFFECTIVE STEEL COVER OF gomm - USE fc = 21 MTG AND fy = 415 MB. a.) EVALUATE THE MINIMUM SOIL PRESSURE IN KPG. 1.) SOLVE FOR THE MAXIMUM LATERAL FORCE THAT CAN BE APPLIED SO THAT THERE WILL BE NO TENSILE STRESS IN THE FOOTING. c) ULTIMATE PUNCHING SHEAR STRELS d.) FROVE THAT THE FOOTING IS SAFE OR NOT IN TWO-WAY STRESS FAILURE. MAXIMUM ULTIMATE MOMENT DEVELOP IN THE FOOTING.

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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