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For the beam assigned to you solve a)0) Find the reactions, (i)Draw the shear diagram, (ii)Draw the moment diagram b) Calculate the moment of inertia of the cross-section about its x-x neutral axis using the parallel axis theorem and compare this to the Onesteel value. Do the two values agree? c) Determine the maximum tensile bending stress and indicate its location in the section d) () Calculate the maximum shearing stresses in the cross-section and draw a profile of these shearing stresses showing their magnitudes at the critical points () Analyse the top half of the Universal Section allocated to you, so it becomes a T- Section, and use the 1st moment of area method,戸Σ쁘 to find the Centroid of the T-Section relative to axis x-x. (10 points) y.dA ATotal Loading diagram 40kN Uniform Load 8NVm 4 metres 2 metres 4 metres 10 metres OneSteel section column = 150 UC 37.2 노노
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