Two steel parts at right angles are weided with fillet weld of 10 mm size. The throat thickness of the fillet weld should be

1.  7mm

2.  10mm

3.  12mm

4.  5mm

4

7mm

Explanation :
No Explanation available for this question

The effective height of bearing stiffeners is

1.  More than d

2.  Less than d

3.  0.7 d

4.  2d

4

0.7 d

Explanation :
No Explanation available for this question

The minimum thickness of plates in a steel stack should be

1.  3mm

2.  5mm

3.  6mm

4.  9mm

4

3mm

Explanation :
No Explanation available for this question

As per IS-800-1974, the maximum longitudinal pitch allowed in bolted joints of tension members is about

1.  12 times thickness of plate

2.  12 times diameter of the bolt

3.  16 times thickness of plate

4.  16 times diameter of the bolt

4

16 times thickness of plate

Explanation :
No Explanation available for this question

In a pre-stressed member, it is advisable to use

1.  Low strength concrete only

2.   High strength concrete only

3.  Low strength concrete but high tensile strength

4.  High strength concrete and high tensile strength

4

High strength concrete and high tensile strength

Explanation :
No Explanation available for this question

Partial safety factors used for steel and concrete in limit state design are

1.  1.5 and 1.5

2.  1.0 and 1.5

3.  1.15 and 1.5

4.  1.0 and 1.0

4

1.15 and 1.5

Explanation :
No Explanation available for this question

A retaining wall retaining a surcharge, if overall height of the wall is H, then the width of the base slab would be

1.  0.70 H

2.  0.55 H

3.  0.50 H

4.  0.40 H

4

0.70 H

Explanation :
No Explanation available for this question

The ratio of maximum shear stress to average shear stress of a circular beam is

1.  2/3

2.  3/2

3.  3/4

4.  4/3

4

4/3

Explanation :
No Explanation available for this question

The thickness of the flange of a tee beam of a ribbed slab is generally assumed as

1.  Depth of the rib

2.  Width of the rib

3.  Thickness of the concrete topping

4.  Half the thickness of the rib

4

Width of the rib

Explanation :
No Explanation available for this question

Design of R.C.C cantilever beams is based on the resultant force at

1.  Fixed end

2.  Free end

3.  Mid-span

4.  Mid-span and fixed support

4