Sentence examples for flange cover from inspiring English sources

During the process of theoretical derivation, the influences of many design parameters are considered, such as the section parameters of the sinusoidal corrugated web beam and cantilever beam, the thickness of the flange cover plate, the material properties of the flange cover plate, the diameter of bolts, the middle bolt interval and the weaken rate of the cover plate.

Through 55 examples of PSCWJs, the rationality of the design theory proposed in this study is verified, and a reasonable value range of the middle bolt interval on the flange cover plate is determined.

After considering the influence of the bolt binding coefficient, the overall bending of the binding section and the overall instability of the flange cover plate, the design theory of the earthquake-resilient PSCWJ is established.

Take the flange cover off.

When the leg is rotated, these flanges cover various parts of the bone in the ROI, and for the MB tibial tray this coverage could be more interfering, since the MB lateral flanges are a little wider than the FB flanges (Tjornild et al. 2011).

A special double flanged covered expandable stent of 10 mm in the saddle length (between the two flanges) and 10 mm in diameter when expanded (Axios, Xlumena, Mountain View, California, USA) was then uploaded on the guidwire.

The blue "Freedom Tower" legend on the very first column to rise there, visible for the last 14 months on the column's wide flanges, is covered in plywood forms.

Specific cover flanges allow differential pumping to prevent capillary cracks in the vacuum grease induced by outer air pressure [36].

Keep this, and cut immediately to the right of it: it adds strength and rests against the top-cover flange that was at the left of the number pad to keep the key assembly from slipping left.

In this study the progressive collapse resisting capacity of the Reduced Beam Section (RBS), Welded Cover Plated Flange (WCPF), and Welded Unreinforced Flange-Welded Web (WUF-W) connections, which are seismic connections recommended by the FEMA/SAC project, was investigated.

In this study, we investigated the performances of four types of beam-to-column connections, namely, the welded cover plate flange connection (CWP), the haunch end plate bolted connection (EPH), the reduced beam section welded connection (RBS), and the unstiffened extended end plate bolted connection (EP), against progressive collapse.