| contributor author | Paul S. Nowak | |
| date accessioned | 2017-05-08T20:57:27Z | |
| date available | 2017-05-08T20:57:27Z | |
| date copyright | July 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9445%281999%29125%3A7%28746%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33218 | |
| description abstract | A simplified method to analyze pin-ended girders as uniformly loaded members is presented. This method is shown to conservatively estimate the maximum moment, shear, and deflection of the girder without needing any of the beam reactions it supports. If the exact solutions for the maximum moment, shear, and/or deflections are needed, they can be easily found by multiplying the approximate results by a tabulated constant. Results are valid for any type of pin-ended girder, provided they are loaded by uniformly spaced beams or trusses. This method can easily be programmed into a spreadsheet, calculated by hand, or incorporated into an existing software package. | |
| publisher | American Society of Civil Engineers | |
| title | Simplified Girder Analysis | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1999)125:7(746) | |
| tree | Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007 | |
| contenttype | Fulltext | |
