Design capacity of the unstiffened plate

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Reference no: EM13868669

Problem 1: Determine the design capacity of the unstiffened plate girder web of Grade 300 steel shown in the below figure.

780_capacity of the unstiffened plate.jpg

Problem 2: The angle shown is a tension member in a truss and has to sustain a factored load (N*) 220KN. The chords to which the angle connects are 12mm thick.

Determine the number of M24 Grade 4.6 bolts required. Each bolt is in single shear and the threads are in the shear plane. (Bolting category 4.6/S)

59_tension member in a truss.jpg

Problem 3: Determine the required size of fillet weld to join the plates show below: Use E48XX electrodes. Category SP welding is required.

262_required size of fillet weld.jpg

Reference no: EM13868669

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