A platform for research: civil engineering, architecture and urbanism
General principles; tensile stress; determination of loads and effects; live-load moments and thrusts at crown and at springing; preliminary design; influence lines for bending moments; necessity for checking design.
General principles; tensile stress; determination of loads and effects; live-load moments and thrusts at crown and at springing; preliminary design; influence lines for bending moments; necessity for checking design.
Semi-circular arches
Surveyor
Hargreaves, G.H. (author)
Surveyor ; 79
1931
4 pages
7 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Minimum thickness of semi-circular skewed masonry arches
Elsevier | 2017
|Design of nail-laminated two hinged semi-circular timber arches
Engineering Index Backfile | 1966
|Impacted Deformation of Circular Arches
British Library Conference Proceedings | 1994
|Crown deflections of circular arches
Engineering Index Backfile | 1963
|Vibration and Axially Loaded Circular Arches
British Library Conference Proceedings | 1996
|