The thickness of the footing at the edge shall not be less than 

• 120mm

• 100mm

• 150mm

• 170mm

In a combined section, the sections near and around the column will be subjected to bending stresses

• Zero

• MAXIMUM

• MINIMUM

• ALL THE ABOVE

A sqaure footing for a short axially loaded column of size 300mm X 300mm carrying 660kN load inclusive of self weight . Use M20 concerte and FE 415 Steel. SBC of soil is 180kN/m^2. Determine the size of the square Footing. 

• 1m X 1m

• 1.5m X 1.5m 

• 2m x 2m

• 2.5m x 2.5m

A sqaure footing for a short axially loaded column of size 300mm X 300mm carrying 660kN load inclusive of self weight . Use M20 concerte and FE 415 Steel. SBC of soil is 180kN/m^2. If Size of the footing is found out as 2mx2m. Determine the Soil Reaction. 

• qu = 185kN/m²

• qu = 200kN/m²

• qu = 225kN/m²

• qu = 245kN/m²

In depth of footing, the depth considering bending moment is checked at 

• the free end of footing

• face of the column

• a distance d/2 from the face of the column

• a distance d from the face of the column

In depth of footing, the depth considering one way shear is checked at 

• the free end of footing

• face of the column

• a distance d/2 from the face of the column

• a distance d from the face of the column

Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

• 42 diameters from the centre of the column

• 42 diameters from the inner edge of the column

• 42 diameters from the outer edge of the column

• 24 diameter from the centre of the column

A column subjected to an axial load along with moments about both axis is termed as_______ eccentrically loaded column

• uniaxial 

• BIAXIAL

• TRIAXIAL

• BRACED

A sqaure footing for a short axially loaded column of size 300mm X 300mm carrying 660kN load inclusive of self weight . Use M20 concerte and FE 415 Steel. SBC of soil is 180kN/m^2.  Determine the bending moment value for the if reaction from the soil is 225kN/m² and size of the footing is 2m²

• Mu = 135kN-m

• Mu = 142.5kN-m

• Mu = 162.5kN-m

• Mu = 156.6kN-m

A very short column having the ratio of effective length to least lateral dimension as less than three is called

• COLUMN

• STRUT

• PEDESTAL

• WEAK COLUMN