Analysis of Vierendeel Bents with Non-parallel Members

Author: Wiesinger, F P;Carney, J F;Lee, S L

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Analysis of Vierendeel Bents with Non-parallel Members

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Author
Wiesinger, F P;Carney, J F;Lee, S L
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Wiesinger, F P;Carney, J F;Lee, S L

Citation

The Structural Engineer, Volume 44, Issue 1, 1966

Date published

N/A

Author

Wiesinger, F P;Carney, J F;Lee, S L

Citation

The Structural Engineer, Volume 44, Issue 1, 1966

Price

Standard: £10 + VAT
Members/Subscribers: Free

A general method for the analysis of Vierendeel bents with nonparallel members is presented. In the ' initial sway stage ' the frame undergoes translation and rotation of the joints in such a manner that the initial sway moments are in equilibrium with the applied loads. In the ' distribution stage ' the joints are balanced while the frame is again allowed to sway, thus preserving the equilibrium established in the initial-sway stage. The distribution yields the final moments directly. Numerical examples are given to illustrate the procedure.

F.P. Wiesinger, J.F. Carney and S.L. Lee

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Format:
PDF
Publisher:
The Institution of Structural Engineers

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Issue 1

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