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

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

Added to basket

Back to Previous

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

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

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

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

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Opinion Issue 8

Related Resources & Events

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
The Structural Engineer
Portal Frame Analysis by Moment Area Methods

Portal Frame Analysis by Moment Area Methods

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

Author - Horridge, J F
Price - £9
The Structural Engineer
Correspondence (2) on Approximate Analysis of Suspension Bridges: a Study in Rational Approximate An

Correspondence (2) on Approximate Analysis of Suspension Bridges: a Study in Rational Approximate An

The authors have presented an interesting method for the rapid estimation of maximum bending moments in decks of suspension bridges. Their approximate analysis draws to a logical conclusion the more general method described by Bowen and Charlton (reference 3 of the paper). It is clear that the use of symmetry and antisymmetry offers a considerable computational advantage :two sets of three linear simultaneous equations are solved far more quickly than one set of six. F. Van der Woude, M.S. Gregory and H.I.A. Hegab

Price - £9