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03000CE301092001

Why do we provide reinforcement in two directions in a one way slab?
Draw a typical detailing of a continuous slab.
PART C
Answer any two full questions, each carries20 marks.
Design a slab 3 m x 4 m clear in size supported on 300 mm thick walls on all
four sides, and corners held down. The live load on slab 3 kN/m?. Use M20
concrete and Fe415 steel. Draw all the detailing required for the slab.
Design a square column to carry a factored axial load of 1500 kN. Use M20
concrete and Fe415 steel. Draw a longitudinal section and a cross section
showing the reinforcement.
What are the purposes of lateral ties in a column?
Differentiate between long and short columns.
Explain limit state of serviceability.
Draw a typical detailing for tread riser type stair to show all the reinforcement

and mark all reinforcement with assumed values.

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