Subject: Design of RC Structural Elements
Subject Code: BCV601
Semester: 6th
Question:
Design a beam of effective span 6m to support a total working load of 12kN/m including the self- weight of the beam. The width of the beam is limited to 250mm. Design for flexure and shears only. No need to curtail the bars. Use 16mm diameter main bars and 8mm diameter stirrups. Use M20 concrete and Fe415 steel. Show reinforcement details.
