Tag Archives
AD 534: Anchorage length of horizontal stiffeners in steel and composite beams with large web openings
In SCI publication P355 Design of composite beams with large web openings, some typographical mistakes have been found in the equations for the anchorage …
AD 418: Web-post buckling in composite beams with rectangular and elongated web openings
The design of composite beams with large web openings is presented in SCI P355, which has been adopted in the development of software for the design of both …
