Question: The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is ________________?

• 1. 1.00 m3
• 2. 1.25 m3
• 3. 1.50 m3
• 4. 1.75 m3

Question: Pick up the item whose weight is added to the weight of respective item, is________________?

• 1. Cleats
• 2. Brackets
• 3. Bolts
• 4. All the above

Question: The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of t

• 1. 3250 m3
• 2. 3225 m3
• 3. 3275 m3
• 4. 3300 m3

Question: S: 1 and length is______________?

• 1. d × d × s
• 2. d2 × ( ds)2
• 3. L.D 1 + s2)
• 4. 2 L.D 1 + s 2)

Question: Pick up the correct statement from the following?

• 1. All pipes and fittings are classified according to their diameters
• 2. The diameter of the pipes is the nominal diameter of internal bore
• 3. All pipes are measured along the centre line of the pipes in metres
• 4. All the above

Question: Pick up the correct statement from the following?

• 1. In a gully trap, a water seal of 6 to 7.5 cm is provided
• 2. The gully trap collects waste water from the kitchen, sink, wash basins, etc.
• 3. The gully trap disconnects the sullage drain from the main drainage system
• 4. The grating provided over gully traps is 23 cm square

Question: Pick up the correct statement from the following?

• 1. The bent up bars at a support resist the negative bending moment
• 2. The bent up bars at a support resist the sharing force
• 3. The bending of bars near supports is generally at 45°
• 4. All the above

Question: In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at:

• 1. Less loaded column
• 2. More loaded column
• 3. A point of the maximum shear force
• 4. A point of zero shear force

Question: The live load to be considered for an inaccessible roof, is______________?

• 1. Nil
• 2. 75 kg/m2
• 3. 150 kg/cm 2
• 4. 200 kg/m2

Question: If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat

• 1. WL/12 (L – 2D/3)²
• 2. WL/10 (L + 2D/3)²
• 3. WL/10 (L – 2D/3)²
• 4. WL/12 (L – D/3)²