A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Development of design curves based on British Code of Practice No. C.P. 114-1957, for permissible steel stress of 1250 kg/sq cm which corresponds to design stress of 17,000 psi adopted in India.
Development of design curves based on British Code of Practice No. C.P. 114-1957, for permissible steel stress of 1250 kg/sq cm which corresponds to design stress of 17,000 psi adopted in India.
Design of rectangular columns by load-factor method
Indian Concrete J
Jha, K.M. (author)
1961
5 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Design of eccentrically-loaded columns by load-factor method
| Engineering Index Backfile | 1957
Design of eccentrically-loaded columns by load-factor method
| Engineering Index Backfile | 1958
Circular reinforced concrete columns -- Load-factor method of design
| Engineering Index Backfile | 1958
Load and resistance factor design of composite columns
| British Library Online Contents | 1996
Load and resistance factor design of composite columns
| Online Contents | 1996