This article discusses the issue of force behavior in a pre-tensioned bolt that is part symmetrical flange connection, loaded with an operating load parallel to axis. The first describes being dealt detail. next offers brief description generally known theoretical approach solution, and also outlines limitations this approach. followed by analysis working analyzed device, using Finite Element M...

Abstract In the present paper, design of a steel warehouse structure was investigated. After establishing base sections for beams and columns through ultimate resistance buckling strength, an optimization procedure applied to beam-to-column connection. Three types connections were studied: bolted connection with end plate, welded web flange angles. The detailed analysis components performed hel...