A doubly reinforced concrete beam is 25 cm wide and 50cm deep to the centre of tension reinforcement. The centre of compression is steel is 5cm from the compression edge. The areas of the compression and the tension steel are 10.16cm2 and 12.56 cm2 if m=18 and the bending moment at the section is 7,000,000 N-cm. Calculate the stress in concrete and steel.
In Agr_1251 we are able to see 100 roles but in SUIM we are able to see 120 roles what's the reason behind this ? why is the difference between the SUIM and the AGR table ?
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