For 4 year section C
ASSISGNMENT II
CVL 401 ADVANCED RCC
Submission Date: 22th Oct 2013
M 20 and
HYSD bars
Q.1 A flat
slab system consists of 5m X 6m panels and it carries a live load of 4KN/sqm
and finishing load 1KN/sqm. Size of column is 450mm diameter and floor to floor
height is 4.5m. Calculate design moments in interior and exterior panels and
also in column and middle strips in both directions
Q 2Design
the exterior panel of flat slab of size 6m X 6m with Suitable drop to support a
live load of 5KN/sqm The floor system is supported by columns of size 400 X 400
mm floor to floor distance
is 3.6m
Q.3 Design a square footing for a rectangular column 300mm X
500mm reinforced with 6-25dia bars and carrying a service load of 1250KN.
Allowable soil pressure is 200KN/sqm at a depth of 1.25m below ground.
Q.4 Design a combined
footing for two interior columns carrying axial loads 1000KN. C1(400 X 400mm) and C2(450mm in diameter)They
are reinforced with20mm bars and are spaced 4m centre to centre. SBC is
120KN/sqm. The property line is 300mm beyond the face of column C1.
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