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A series of reinforced concrete beams spaced at 5 m centres and spanning 7.5 m support a 175 mm thick reinforced concrete slab as shown in Figure 3. The imposed floor loading is 3 kN/m2 and the load induced by the weight of concrete is 24 kN/m3, Design the beam using both elastic and limit state method.
pcb = 10 N/mm2, pst = 140 N/mm2, m = 15
fy = 250 N/mm2, fcu = 30 N/mm2
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