درباره ما
AASHTO ALFD-2
Guide Specifications for Alternate Load Factor Design Procedures for Steel Beam Bridges Using Braced Compact Sections - Revised per Interim Specifications - Bridges - 1994
Year: 1991
Abstract: Load factor design is a method for design of simple and continuous beam and girder structures of moderate length. It is a method of proportioning structural members for multiples of the design loads. In the alternate load factor design method, the strength of continuous members is determined from a plastic analysis as described in Articles 10.44 and 10.48.1.3. To ensure serviceability and durability in the alternate load factor method, consideration is given to the control of permanent deformations under overloads, to the fatigue characteristics under service loadings, and to the control of live load deflections under service loadings.
Show full item record
| contributor author | AASHTO - American Association of State Highway and Transportation Officials | |
| date accessioned | 2017-09-04T15:18:44Z | |
| date available | 2017-09-04T15:18:44Z | |
| date copyright | 01/01/1991 | |
| date issued | 1991 | |
| identifier other | MRHHCAAAAAAAAAAA.pdf | |
| identifier uri | http://yse.yabesh.ir/std/handle/yse/18474 | |
| description abstract | Load factor design is a method for design of simple and continuous beam and girder structures of moderate length. It is a method of proportioning structural members for multiples of the design loads. In the alternate load factor design method, the strength of continuous members is determined from a plastic analysis as described in Articles 10.44 and 10.48.1.3. To ensure serviceability and durability in the alternate load factor method, consideration is given to the control of permanent deformations under overloads, to the fatigue characteristics under service loadings, and to the control of live load deflections under service loadings. | |
| language | English | |
| title | AASHTO ALFD-2 | num |
| title | Guide Specifications for Alternate Load Factor Design Procedures for Steel Beam Bridges Using Braced Compact Sections - Revised per Interim Specifications - Bridges - 1994 | en |
| type | standard | |
| page | 64 | |
| status | Withdrawn | |
| tree | AASHTO - American Association of State Highway and Transportation Officials:;1991 | |
| contenttype | fulltext |