Unit – I (2010-11)
Q3. Design a cantilever beam of effective span 1.8 m. It is carrying a udl of 4 kN/m (service load). Use M20 concrete and Fe415 steel. (2009-10) Q1. Design a singly reinforced rectangular beam for an applied factored moment of 120 kN-m. Assume width of the section as 230 mm. Q2. ................
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