a simply supported t beam of span over 8 m and has a flange width of 900 Mm and web width of 300mm the beam is rein forced with 1 percent reinforcement on both tension and compression side check for the deflection control of the beam by empirical method use Fe=415 grade steel take d=600mm
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4: Effective width is an imaginary width of the flange over which the compressive stress is assumed to be uniform to give the same compressive force as it would have been in case of the actual width with the true variation of compressive stress
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