Detailing of the beam| How to provide reinforcement in Beam with Curtailment of bars

[@jkpconstruction1]

good work as well as ur teaching

[@shrutisarage]

Thank you so much Ma'am for these videos.

[@usmandogar5946]

simple and great. thanks for expend your time.

[@pionix24]

You're the best ma'am

[@oneilramsingh9596]

PLEASE DO A COLUMN DESIGN CALCULATION WITH DETAILING OF REINFORCEMENT. THANKS.

[@cwillstructures]

Sure, in process

[@oneilramsingh9596]

@@cwillstructures THANKS!

[@titushaukongo7712]

thank you really helpful

[@acruz40d]

Hello,Is this beam reinforcement up-to-date with the ACI code?

[@vishnuprasad5330]

can u pls do a video on waffle slab and about how can we provide beams of longer span

[@jkpconstruction1]

curtailment bottom shown but where is top in end support...??

[@mohammadkhorshedalam133]

very good

[@juthinalex3106]

Thank you

[@christophers8887]

Hooks angle what you have told is wrong its 45 degrees only not 135 degrees. 135 degrees is on the other side. Between the bend, it should be 45 degrees. please check and update.

[@asadabdurahman5781]

Effective depth calculation is wrong b/c to calculate it we use this formula D-conc cover - dia of stirrup - dia of main reinforcement /2 there fore It becomes 450-40-8-20/2=392mm

[@receiverzz9088]

You said wrong in curtailments of bottom bar. After 0.8 L distance from the column curtailed bars are used in the tensile stress zone. But u said 0.8 l of curtailed bars from column.

[@seanbooth42]

You are very good in teaching and very clear in your knowledge....I wish I could download your video but it is very slow. [e-mail]

[@shubhmkumar5452]

@@seanbooth42 playback Speed change ker lo😅