Design a reinforced concrete beam to carry a service live load of 20kN/m and dead load of 15kN/m ( including its own weight) Use f'. : 21MPA, fy only. = 345MPA, b = d/2. The beam is to be reinforced in tension Wu A B -8 m- -8 m- E = 70 GPa 1= 1,300 (106) mm

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