Week 12 Challenge

AIM AND INTRODUCTION - DESIGN OF COMBINED FOOOTING USINDN STTAAD FOUNDATION

RESULT - DESIGN PARAMETERS ARE GIVEN THE SUMMARY OF FOOTING IS ATTACHED

STAAD FILE IS ATTACHED

Q.2 AIM AND INTRODUCTION- DESIGN OF ISOLATED FOOTING USING STAAD FOUNDATION AND MANUALLY

DATA GIVEN - COLUMN SIZE 300 x 450 mm

AXIAL LOAD (PU) 1500 KN

MOMENT 150KN-M

SAFE BEARING CAPACITY 200 KN/M2

FOOTING 1M BELOW G.L

Use M 25 and Fe 415 for footing

RESULTS - SIZE OF ISOLATED FOOTING EFFECTIVE DEPTH OF FOOTING AND REINFORCEMENT TO BE PROVIDED

IS CALCULATED ( STAAD FILES OF FOUNDATIONS ARE ATTACHED )