Design of flanged Reinforced concrete beam
In T beam design, when the neutral axis resides within the flange (Case 1), how is the T beam typically analyzed?
What is the primary function of steel in a flanged beam configuration?
In continuous T or L beams, where does flanged beam behavior primarily occur?
In Case 2 of T beam analysis, where the neutral axis is positioned below the flange and the flange thickness is sufficiently small, what is the maximum stress value reached within the concrete slab?
What is the purpose of positioning transverse steel atop the slab in continuous T or L beams?