The diagonal at the left to the connection is a double angle 90 mm x 90 mm x 8 mm, with area of 2700 mm2, bolted to the 8 mm thick gusset plate. Bolt diameter = 16 mm Bolt hole diameter = 18 mm Bolt bearing capacity, Fp= 480 MPa Bolt shear strength, Fv = 68 MPa Steel plate strength and stresses are as follows: Yield strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 0.60 Fy Allowable tensile stress on the net area = 0.50 Fu Allowable shear stress on the net area = 0.30 Fu Bolt bearing capacity, Fp 1.2 Fy Calculate the allowable tensile load, P(kN) under the following conditions: %3D %3D 000 double angle 35 50 50 P. gusset plate

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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.