We provide cover from both top and bottom side. But for calculating effective depth while considering tension side reinforcement, we take tension side cover. And for doubly r/f consider compression side cover.
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Maam please correct the calculation for effective depth. Eff Depth of beam = Depth of beam - (bottom cover+half of the steel dia).. Exp - taking Steel-12mm ,Cross section300×400. Effective depth = 400-(25+(12/2))=369. Others details are very usefull. Thanks.
Calculations in video are correct. effective cover considered in video not clear cover. In video "effective cover" consider So Effective depth = overall depth - effective cover Or if "clear cover" is given then formula become Effective depth = overall depth - half steel dia - clear cover. Effective cover = clear cover + half steel dia
@@erashmam25 appreciated your quick reply mam, please also guide that area of Stirrups are included in minimum and maximum % of beam in video calculations or not. Now this question regarding beam.
today I am seeing your vedio first time ... Excellent ... How to calculate the maximum reinforcement if only b & D are provided... Can we assume the value of d=? And Fy = ? ...plzz reply .🙏
Calculations in video r correct Watch and listen carefully Effective depth = Overall depth - effective cover Effective cover is given in que not clear cover If clear cover is given then formula becomes Overall depth - clear cover - half dia of bar Thank u for watching
