| contributor author | Michael A. Taylor | |
| contributor author | Amir Amirebralhimi | |
| date accessioned | 2017-05-08T20:52:31Z | |
| date available | 2017-05-08T20:52:31Z | |
| date copyright | June 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A6%281167%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30089 | |
| description abstract | A method is presented for the direct economical design of entire nonprismatic prestressed concrete flexural members. The cost of the member includes the costs of steel, concrete, and formwork. The section of the member is computed at several points in the span, as required by the loads, and is adjusted in a simple fashion to minimize the cost. Examples are presented using typical unit costs. | |
| publisher | American Society of Civil Engineers | |
| title | Direct Design of Nonprismatic Prestressed Beams: II | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:6(1167) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 006 | |
| contenttype | Fulltext | |
