D65 MASTER THE DAY

D65 MASTER THE DAY

Professional Development

110 Qs

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Assessment

Quiz

Professional Development

Professional Development

Hard

Created by

WINCENTRE CLASSES

FREE Resource

110 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

In machine mixing of concrete, which ingredient is generally fed first?
Cement
Sand
Coarse aggregates
Water

Answer explanation

In machine mixing, coarse aggregates are fed first, followed by sand, then cement, and finally water.

2.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Slump test is used to measure:
Strength of concrete
Workability of concrete
Durability of concrete
Curing rate

Answer explanation

The slump test measures workability and consistency of fresh concrete on site.

3.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Which slump type indicates segregation and excessive water content?
True slump
Shear slump
Collapse slump
Zero slump

Answer explanation

Collapse slump occurs when concrete has too much water, leading to loss of cohesion and segregation.

4.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

For parapet, slab, walls, and piers, the recommended slump is:
20–40 mm
40–50 mm
80–150 mm
90–100 mm

Answer explanation

For parapet, slab, walls, and piers, slump should be between 40–50 mm for optimum workability.

5.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Break lintels usually have a minimum bearing length of:
100 mm
150 mm
200 mm
250 mm

Answer explanation

Break lintels typically have a minimum bearing length of 150 mm or span/10.

6.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Continuous lintels reduce mid-span moments but create:
Shear stresses
Negative moments at supports
Bending cracks
Torsional effects

Answer explanation

Continuous lintels reduce mid-span moments but introduce negative moments at supports.

7.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

The projection thickness of chajjas at the tip is usually:
25–40 mm
50–75 mm
80–100 mm
100–120 mm

Answer explanation

At the tip, chajjas are typically 50–75 mm thick for economy and structural efficiency.

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