A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analyzing non-homogeneous sections subjected to bending and direct stress
Theoretical discussion of stresses in beams or columns of reinforced concrete subjected to direct stress and symmetrical or unsymmetrical bending; determination of pressure on foundations when resultant of vertical loads does not fall on axis of symmetry, and line of zero pressure (neutral axis) lies in footing area.
Analyzing non-homogeneous sections subjected to bending and direct stress
Theoretical discussion of stresses in beams or columns of reinforced concrete subjected to direct stress and symmetrical or unsymmetrical bending; determination of pressure on foundations when resultant of vertical loads does not fall on axis of symmetry, and line of zero pressure (neutral axis) lies in footing area.
Analyzing non-homogeneous sections subjected to bending and direct stress
Civ Eng (NY)
Saville, W.G.S. (author)
1940
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Design diagrams for sections subjected to bending and direct forces
Engineering Index Backfile | 1954
Circular reinforced concrete columns subjected to direct stress and bending
| Engineering Index Backfile | 1959
Lateral Bracing Connections for C-Sections Subjected to Bending
| British Library Conference Proceedings | 2000
Square concrete sections subjected to thrust and diagonal bending
| Engineering Index Backfile | 1939
Lateral Bracing Connections for C-Sections Subjected to Bending
| British Library Conference Proceedings | 2000