| contributor author | L. N. Ramamurthy | |
| contributor author | T. A. Hafeez Khan | |
| date accessioned | 2017-05-08T20:50:47Z | |
| date available | 2017-05-08T20:50:47Z | |
| date copyright | August 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A8%281903%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29058 | |
| description abstract | Rational shape for the load contours in L‐shaped columns is proposed using the inverse method of analysis. Determination of the ultimate loads from the appropriate interaction curves derived from the shape of load contours is shown. An alternate and simple method based on the concept of an equivalent square or rectangular column is proposed to determine the theoretical ultimate loads using the interaction diagrams in square or rectangular columns. Theoretical loads computed by the two proposed methods are compared with the test results of 45 columns. | |
| publisher | American Society of Civil Engineers | |
| title | L‐Shaped Column Design for Biaxial Eccentricity | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:8(1903) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008 | |
| contenttype | Fulltext | |
