Design and detail a rectangular shear wall of size 2400x350 mm subjected to an axial load
, shear and moments as follows. ( All factored)

Axial load-maximum of 500010 and minimum —3300 kN
Moments - maximum of 900 kNm and shear of 700 kN for seismic case 9 PART ©

Design and detail a corbel to carry a load of 400 KN (factored) acting at a distance 200 mm
away from the face of column having size 500 mm x 500 mm. Assume any other required

data. 12

Design and detail a pile cap of 4 piles carrying a total unfactored load of 2000 kN acting at
the centre of a column of 50077/7500 mm. Diameter of piles-400 mm. Pile capacity-650
kN. Centre to centre distance between piles is 3 times pile diameter. Projection of pilecap

beyond pile face is 150 mm.

Using Yield-line theory, design and detail a simply supported square slab of size 5.2 m to

sup a floor finish load of 2 KN/m 2 in addition to selfweight and live load of 4 kN/m

12