D67 MASTER THE DAY

D67 MASTER THE DAY

Professional Development

103 Qs

quiz-placeholder

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D67 MASTER THE DAY

D67 MASTER THE DAY

Assessment

Quiz

Professional Development

Professional Development

Practice Problem

Hard

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103 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

According to IS 456:2000, a slab is called one-way slab when L/B is:

Less than 1
Equal to 2
Greater than 2
Less than 2

Answer explanation

One-way slabs have a longer span to shorter span ratio greater than 2.

2.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

In a one-way slab, the main reinforcement is placed:

In the longer direction
In the shorter direction
Diagonally
In both directions equally

Answer explanation

Main reinforcement in one-way slabs is placed in the shorter direction where bending occurs.

3.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Minimum reinforcement in slabs using mild steel bars is:

0.10%
0.12%
0.15%
0.20%

Answer explanation

Minimum reinforcement for slabs with mild steel is 0.15% of cross-sectional area.

4.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Two-way slabs are identified when L/B ratio is:

Greater than 2
Equal to 2
Less than or equal to 2
Less than 1

Answer explanation

Two-way slabs have L/B ratio less than or equal to 2 and are supported on all four sides.

5.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Torsion reinforcement at a corner where both edges are continuous is:

Full torsion reinforcement
Half torsion reinforcement
Not required
Double torsion reinforcement

Answer explanation

No torsion reinforcement is needed at corners where both edges are continuous.

6.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

In a two-way slab, the middle strip width is taken as:

1/4 of span
1/2 of span
3/4 of span
Full span

Answer explanation

Middle strip width is 3/4 of the slab width in that span.

7.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Distribution steel spacing in slabs shall not exceed:

3d or 450 mm
4d or 450 mm
5d or 450 mm
6d or 500 mm

Answer explanation

Distribution steel spacing must not exceed 5 times effective depth or 450 mm.

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