Portal Frame Analysis by Moment Area Methods

Author: Horridge, J F

Date published

N/A

First published: N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

Added to basket

Back to Previous

Portal Frame Analysis by Moment Area Methods

The Structural Engineer
Portal Frame Analysis by Moment Area Methods
Date published

N/A

First published

N/A

Author

Horridge, J F

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

The method presented here is applicable only to portal frames with hinged base columns, but as about 80 per cent. of every-day portal design comes under this category, it must be agreed that this fact does not seriously affect its usefulness to the designer. J.F. Horridge

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 8

Related Resources & Events

The Structural Engineer
Design and Construction of Welded Portal Frame Warehouse Building Designed by the Plastic Method Dis

Design and Construction of Welded Portal Frame Warehouse Building Designed by the Plastic Method Dis

The CHAIRMAN welcomed the visitors to the meeting and introduced the author.

Price - £9
The Structural Engineer
Correspondence A Derivation of Maximum Stanchion Moments in Multi-Storey Frames by Means of Nomogram

Correspondence A Derivation of Maximum Stanchion Moments in Multi-Storey Frames by Means of Nomogram

Sir,-We welcome this paper by Dr. Wood because for the first time in an official publication the nonproportionality of the stanchion moments with the load, for increase of loads above the design loads, is recognised and the irrational basis of the theory published by the Steel Structures Research Committee is clearly demonstrated.

Price - £9