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Figure shows the typical floor plan of a steel building. Design the beams 'B$_{1}$' and 'B$_{2}$'.

Top flanges of all the beams are at the same level and embedded in concrete of 150 mm RCC slab. Also design the connection between these two beams using bolts of grade 4.6. Use following data-

Imposed load = 3 KN/m$^{2}$

Floor finish load = 1.5 KN/m$^{2}$

All beams support 150 mm thick brick wall, 3.5 m in height. (Unit wt. 20 N/m$^{3}$)

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