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Steel Beam (B1) supporting floor above the restaurant, span between supports 3150mm. Grade of steel to be S275 to support the given loads above on the project brief. Assume the beam is fully laterally restrained and that it sits on 100mm bearings at one end and 150 mm bearing at the other end. Ignore the self-weight of the beam. Beam is simple supported and supports UDL at full span and point load at mid span. = Loading - K Pitch roof areas (snow) = 0.75KN/m2 First and Second Floor Terrace = 1.5KN/m2 Wine bar and restaurant Floors = 4.OKN/m2 = Loading - WK Basic wind speed 46m/sec (outskirts of small town) = Loading - gk Roof - including tiles, battens, felt and the trusses. 1.2KN/m2 Floors – timber – including - ceilings = 1KN/m2 Terrace floor – concrete - including waterproofing = 4KN/m2 = a) Design suitable steel section (B1) supporting floor above the restaurant. Establish the maximum applied Bending Moment and Shear Force, using any of the following method (Formulae, Shear Moment Diagram or Equilibrium Equations). b) Check strength classification, the resistance of the section c) Check the bearing at the support under the steel beam d) Check deflection

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