Theory of Structure

10問 • 1年前

Mat

通報

問題一覧

[object Object] (Using the same EI) Which member will resist most of the moment?

Member A

What is the carryover factor for prismatic member?

0.5

A beam that project beyond one or both its support/s is called.

Overhanging beam

What is the third requirement to guarantee the correct solution to a structural analysis problem? (The two being equilibrium and stress-strain relationship) HINT: It is something to do with constant deformation.

Compatibility

What states that given a linear transformation relationship between two force vectors P=HQ, the corresponding displacement vector transformation. Such as that. Is simple the transpose of the force transformation matrix H?

Principle of Contragradience

In the conjugate beam method, the actual slope equals:

Fictitious shear

What is the max moment for a restrained beam?

wLl^2/12

Which of the ff. statements is/are false about the positions of the live load moment envelope?

None of the Above

The equivalent spring constant K for a vibrating system with two springs having spring constant K1 and K2 respectively in parallel is.

K=K1+K2

A simple beam has a span of 6 m with two concentrated loads of 20kn each placed at the third points of the span. If the extreme fiber stress is 10Mpa, determine the required section modulus.

4x10^6 mm^3

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問題一覧

[object Object] (Using the same EI) Which member will resist most of the moment?

Member A

What is the carryover factor for prismatic member?

0.5

A beam that project beyond one or both its support/s is called.

Overhanging beam

Compatibility

Principle of Contragradience

In the conjugate beam method, the actual slope equals:

Fictitious shear

What is the max moment for a restrained beam?

wLl^2/12

Which of the ff. statements is/are false about the positions of the live load moment envelope?

None of the Above

The equivalent spring constant K for a vibrating system with two springs having spring constant K1 and K2 respectively in parallel is.

K=K1+K2

A simple beam has a span of 6 m with two concentrated loads of 20kn each placed at the third points of the span. If the extreme fiber stress is 10Mpa, determine the required section modulus.

4x10^6 mm^3