A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of girders without intermediate stiffeners, on basis of current American Institute Steel Construction Specification, Part 1 is dealt with; table developed gives in compact form expressions for sectional area of unstiffened girders and for some other quantities useful in design; effect on girder weight of changing overall depth and grade of steel are clearly apparent in expressions; allowable shear stress is governed by three different formulas depending on depth-to-thickness ratio of web; contribution of web to flexural capacity; example of table use. (36929)
Design of girders without intermediate stiffeners, on basis of current American Institute Steel Construction Specification, Part 1 is dealt with; table developed gives in compact form expressions for sectional area of unstiffened girders and for some other quantities useful in design; effect on girder weight of changing overall depth and grade of steel are clearly apparent in expressions; allowable shear stress is governed by three different formulas depending on depth-to-thickness ratio of web; contribution of web to flexural capacity; example of table use. (36929)
Design of unstiffened girders
Eng J Amer Inst Steel Constr
Abolitz, A.L. (author)
1969
7 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Optimum Design of Unstiffened Built-Up Girders.
| Online Contents | 1993
Tests on unstiffened plate girders
| Engineering Index Backfile | 1967
Optimum Design of Unstiffened Built-Up Girders
| British Library Online Contents | 1993
Cold curving symmetric unstiffened I-girders
| Elsevier | 2005
Cold curving symmetric unstiffened I-girders
Online Contents | 2005