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471.

The size of the fillet weld is given by

A.	throat of the fillet	B.	smaller side of the triangle
C.	hypotenuse of the triangle	D.	smaller size of the plate welded

472.

A fillet weld having axis parallel to the direction of the applied load is known as

A.	flat fillet weld	B.	side fillet weld
C.	end fillet weld	D.	diagonal fillet weld

473.

The maximum size of the fillet weld that can be made in single pass is

A.	3 mm	B.	6 mm
C.	8 mm	D.	12 mm

474.

A series of continuous spot welds

A.	stitch weld	B.	dot matrix
C.	seam weld	D.	butt weld

475.

The maximum size of the fillet weld that can be applied to the toe of an angle or the round edge should be

A.	0.75 times the thickness of the plate	B.	1.5 mm more than the thickness of the plate
C.	equal to the thickness of the plate	D.	1.5 mm less than the thickness of the plate

476.

Web crippling in beams generally occurs at points where

A.	concentrated load occurs	B.	shear force is maximum
C.	deflection is maximum	D.	bending moment is maximum

477.

A rolled steel flat designated as 50 ISF 8 means

A.	the flat is 50 mm long and 8 mm thick	B.	the flat is 50 mm wide and 8 mm thick
C.	the flat has cross-section 50 sq mm and width 8 mm	D.	the flat has cross-section 50 sq. mm and depth 8 mm

478.

Within the elastic range, the bulk modulus of elasticity is defined as the ratio of

A.	hydrostatic stress to the volumetric strain	B.	shearing stress to the shearing strain
C.	longitudinal stress to the longitudinal strain	D.	none of the above

479.

Battens in compound steel columns are provided to

A.	prevent buckling	B.	decrease the buckling in members
C.	increase the column capacity	D.	ensure unified behaviour

480.

The column splice is used to increase

A.	strength of the column	B.	cross-sectional area of the column
C.	length of the column	D.	all of the above