Jobs By Abekus

Steel-structures Questions Set 5:

Quiz Mode

The forces acting on the web splice of a plate girder are

axial forces

shear and axial forces

shear and bending forces

axial and bending forces

Solution:

What is weathering steel?

low-alloy atmospheric corrosion-resistant steel

low-carbon steel

high strength quenched and tempered steel

fire resistant steel

Solution:

What is weathering steel?

Low-alloy atmospheric corrosion-resistant steel

Low-carbon steel

High strength quenched and tempered steel

Fire resistant steel

Solution:

For a steel built-up column subjected to an axial force of 1200 kN, the lacing system is to be designed for resisting transverse shear of

25 kN

15 kN

20 kN

30 kN

Solution:

The permissible stress in axial tension in a steel member on the net effective area of the section shall not exceed the following value:

0.80fy

0.75fy

0.60fy

0.50fy

Solution:

What is the minimum edge distance and end distance for rolled, machine flame cut plates?

1.7 x hole diameter

1.2 x hole diameter

1.5 x hole diameter

2.0 x hole diameter

Solution:

The capacity of a single ISA 100 x 100 x 10 mm tension member connected by one leg only using 6 rivets of 20 mm diameter is (take allowable stress as 150 N/mm²)

333 kN

253 kN

238 kN

210 kN

Solution:

Two angles of ISA 100 x 100 x 6 have been used as a tie member. The angles are welded on either side of a gusset and tag welded over its length. The maximum length of the member is:

5.4 m

6.0 m

24.0 m

12.0 m

Solution:

Block shear failure
(i) is characterized by tearing of a segment of material at the end.
(ii) is prominent with the use of few lower strength bolts
(iii) occurs along a path involving tension on one plane and shear on perpendicular plane.
(iv) dominates when the connection length is smaller

i, ii and iv

i, iii and iv

ii, iii and iv

All of the above

Solution:

On which of the following parameters does the slenderness ratio of a compression member depend?

Material, sectional configuration, and length of member

Material, length of member, and support end conditions

Sectional configuration, length of member, and support end conditions

Material, sectional configuration, length of member, and support end conditions

Steel-structures Questions Set 5:

The forces acting on the web splice of a plate girder are

Solution:

What is weathering steel?

Solution:

What is weathering steel?

Solution:

For a steel built-up column subjected to an axial force of 1200 kN, the lacing system is to be designed for resisting transverse shear of

Solution:

The permissible stress in axial tension in a steel member on the net effective area of the section shall not exceed the following value:

Solution:

What is the minimum edge distance and end distance for rolled, machine flame cut plates?

Solution:

The capacity of a single ISA 100 x 100 x 10 mm tension member connected by one leg only using 6 rivets of 20 mm diameter is (take allowable stress as 150 N/mm²)

Solution:

Two angles of ISA 100 x 100 x 6 have been used as a tie member. The angles are welded on either side of a gusset and tag welded over its length. The maximum length of the member is:

Solution:

Block shear failure
(i) is characterized by tearing of a segment of material at the end.
(ii) is prominent with the use of few lower strength bolts
(iii) occurs along a path involving tension on one plane and shear on perpendicular plane.
(iv) dominates when the connection length is smaller

Solution:

On which of the following parameters does the slenderness ratio of a compression member depend?

Solution:

Related Question Sets:

Related Topics:

Steel-structures Questions Set 5:

The forces acting on the web splice of a plate girder are

Solution:

What is weathering steel?

Solution:

What is weathering steel?

Solution:

For a steel built-up column subjected to an axial force of 1200 kN, the lacing system is to be designed for resisting transverse shear of

Solution:

The permissible stress in axial tension in a steel member on the net effective area of the section shall not exceed the following value:

Solution:

What is the minimum edge distance and end distance for rolled, machine flame cut plates?

Solution:

The capacity of a single ISA 100 x 100 x 10 mm tension member connected by one leg only using 6 rivets of 20 mm diameter is (take allowable stress as 150 N/mm2)

Solution:

Two angles of ISA 100 x 100 x 6 have been used as a tie member. The angles are welded on either side of a gusset and tag welded over its length. The maximum length of the member is:

Solution:

Block shear failure(i) is characterized by tearing of a segment of material at the end.(ii) is prominent with the use of few lower strength bolts(iii) occurs along a path involving tension on one plane and shear on perpendicular plane.(iv) dominates when the connection length is smaller

Solution:

On which of the following parameters does the slenderness ratio of a compression member depend?

Solution:

Related Question Sets:

Related Topics:

The capacity of a single ISA 100 x 100 x 10 mm tension member connected by one leg only using 6 rivets of 20 mm diameter is (take allowable stress as 150 N/mm²)

Block shear failure
(i) is characterized by tearing of a segment of material at the end.
(ii) is prominent with the use of few lower strength bolts
(iii) occurs along a path involving tension on one plane and shear on perpendicular plane.
(iv) dominates when the connection length is smaller