Assignment $6$

Design the connection for the W$410$x$114$ framing into the W$530$ and W$460$ girders framing plan illustrated below. The connection will be double angle with the web framing legs welded and the outstanding legs bolted with $\frac{3}{4}"$ bolts bearing type connection. The bolt threads are included in the shear plane. Show all calculations required for the complete connection according to CSA S$16-09.$

Draw a detail sketch of the W$410$x$114$ in the SDS$/2$ beam detail format. Provide enough detail such that the beam connections at each end can be fabricated as well as the beam itself including identifying the material specifications.

Specifications:

Structural Steel: Rolled Beams Grade A$992,$ Rolled Angles and Plates $300$W$,$ Fasteners $\frac{3}{4}"$ Grade A$325,$ Welding Electrodes Xu $=490$MPa

$($all dime