| contributor author | Wayne Hsiumg | |
| contributor author | Gregory C. Frantz | |
| date accessioned | 2017-05-08T20:51:32Z | |
| date available | 2017-05-08T20:51:32Z | |
| date copyright | February 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A2%28353%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29496 | |
| description abstract | Shear tests of five approximately one‐third scale models of large, reinforced concrete beams with shear reinforcement are examined to determine how varying web widths and different transverse stirrup distributions affect beam shear strength. Load‐deflection response, ultimate shear capacities, stirrup stresses, surface inclined crack widths, and internal crack widths are discussed. The results indicate that the shear capacity of a large reinforced concrete beam is not affected by the transverse spacing of stirrups across the web width. | |
| publisher | American Society of Civil Engineers | |
| title | Transverse Stirrup Spacing in R/C Beams | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:2(353) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 002 | |
| contenttype | Fulltext | |
