engineering recuitment GATE CE 2023-24 Test Series Reinforced Concrete Structures Working Stress Method
For a Beam of width 250 mm and effective depth 500 mm, calculate the actual bending stress (maximum) developed in concrete and steel (in N/mm2) if Area of compression reinforcement provided is 34% lesser than Area of tension Reinforcement provided. Use M-20 and Fe – 415 steel. Use effective cover = 50 mm. Four bars at 20 diameter is provided on tension side.
1
230 and 7
2
7 and 230
3
7 and 178
4
7 and 185