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Steel-structures Questions Set 3:

Quiz Mode

Maximum deflection for a simply supported beam should not exceed

l/225

l/325

l/425

l/625

Solution:

Which force is used for the design of battens in a built-up column?

Axial load

Twisting moment

Vertical Shear

Transverse Shear

Solution:

If a lacing column is designed to carry 500 KN axial load, what will be the total transverse shear resisted by the lacing in KN?

Solution:

The relation between load factor (F), collapse load (Wc), and working load (W) is given by the equation:

F = W / Wc

F = Wc + W

F = Wc / W

Solution:

Generally, the purlins are placed at the panel points so as to avoid

axial force in rafter

shear force in rafter

deflection of rafter

bending moment in rafter

Solution:

What should be the minimum size of a fillet weld?

Not be less than 3mm

Be less than 3mm

Be less than 2mm

Be greater than the thickness of the thinner part joined

Solution:

The vertical deflection of a gantry girder should not exceed the value of _____where the cranes are overhead travelling and operated up to 500 kN

L/500

L/750

L/1000

L/100

Solution:

Determine the shear strength of a 20 mm diameter bolt of grade 4.6 if the two 14 mm thick main plates are joined by a lap joint. Use Fe410 steel.

45.46 kN

45.26 kN

45.36 kN

45.65 kN

Solution:

The plastic modulus of a section is 4.8 x 10^-4 m³ .The shape factor is 1.2. The plastic moment capacity of the section is 120 KN-m. What is the yield stress of the material in MPa?

Solution:

In a double-riveted double-covered butt joint, the strength of the joint per pitch length in shearing the rivets is n times the shear strength of one rivet in single shear, where 'n' is equal to

Steel-structures Questions Set 3:

Maximum deflection for a simply supported beam should not exceed

Solution:

Which force is used for the design of battens in a built-up column?

Solution:

If a lacing column is designed to carry 500 KN axial load, what will be the total transverse shear resisted by the lacing in KN?

Solution:

The relation between load factor (F), collapse load (Wc), and working load (W) is given by the equation:

Solution:

Generally, the purlins are placed at the panel points so as to avoid

Solution:

What should be the minimum size of a fillet weld?

Solution:

The vertical deflection of a gantry girder should not exceed the value of _____where the cranes are overhead travelling and operated up to 500 kN

Solution:

Determine the shear strength of a 20 mm diameter bolt of grade 4.6 if the two 14 mm thick main plates are joined by a lap joint. Use Fe410 steel.

Solution:

The plastic modulus of a section is 4.8 x 10^-4 m³ .The shape factor is 1.2. The plastic moment capacity of the section is 120 KN-m. What is the yield stress of the material in MPa?

Solution:

In a double-riveted double-covered butt joint, the strength of the joint per pitch length in shearing the rivets is n times the shear strength of one rivet in single shear, where 'n' is equal to

Solution:

Related Question Sets:

Related Topics:

Steel-structures Questions Set 3:

Maximum deflection for a simply supported beam should not exceed

Solution:

Which force is used for the design of battens in a built-up column?

Solution:

If a lacing column is designed to carry 500 KN axial load, what will be the total transverse shear resisted by the lacing in KN?

Solution:

The relation between load factor (F), collapse load (Wc), and working load (W) is given by the equation:

Solution:

Generally, the purlins are placed at the panel points so as to avoid

Solution:

What should be the minimum size of a fillet weld?

Solution:

The vertical deflection of a gantry girder should not exceed the value of _____where the cranes are overhead travelling and operated up to 500 kN

Solution:

Determine the shear strength of a 20 mm diameter bolt of grade 4.6 if the two 14 mm thick main plates are joined by a lap joint. Use Fe410 steel.

Solution:

The plastic modulus of a section is 4.8 x 10-4 m3 .The shape factor is 1.2. The plastic moment capacity of the section is 120 KN-m. What is the yield stress of the material in MPa?

Solution:

In a double-riveted double-covered butt joint, the strength of the joint per pitch length in shearing the rivets is n times the shear strength of one rivet in single shear, where 'n' is equal to

Solution:

Related Question Sets:

Related Topics:

The plastic modulus of a section is 4.8 x 10^-4 m³ .The shape factor is 1.2. The plastic moment capacity of the section is 120 KN-m. What is the yield stress of the material in MPa?