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

  Рет қаралды 23,820

cwill structures

cwill structures

Күн бұрын

In this video tutorial, how reinforcement i provided in beam is explain in detail with all required RCC detailing terminologies. Also explained the logic behind curtailment of the steel bars.
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Why shear reinforcement required ?: • Why shear reinforcemen...
Types of shear reinforcement: • Types of shear reinfor...
Steps to design of Shear reinforcement: • Steps to design of She...

Пікірлер: 18
@shrutisarage
@shrutisarage 4 жыл бұрын
Thank you so much Ma'am for these videos.
@jkpconstruction1
@jkpconstruction1 4 жыл бұрын
good work as well as ur teaching
@usmandogar5946
@usmandogar5946 Жыл бұрын
simple and great. thanks for expend your time.
@nbsinthang9832
@nbsinthang9832 4 жыл бұрын
You're the best ma'am
@titushaukongo7712
@titushaukongo7712 Жыл бұрын
thank you really helpful
@oneilramsingh9596
@oneilramsingh9596 4 жыл бұрын
PLEASE DO A COLUMN DESIGN CALCULATION WITH DETAILING OF REINFORCEMENT. THANKS.
@cwillstructures
@cwillstructures 4 жыл бұрын
Sure, in process
@oneilramsingh9596
@oneilramsingh9596 4 жыл бұрын
@@cwillstructures THANKS!
@vishnuprasad5330
@vishnuprasad5330 4 жыл бұрын
can u pls do a video on waffle slab and about how can we provide beams of longer span
@jkpconstruction1
@jkpconstruction1 4 жыл бұрын
curtailment bottom shown but where is top in end support...??
@mohammadkhorshedalam133
@mohammadkhorshedalam133 4 жыл бұрын
very good
@acruz40d
@acruz40d Жыл бұрын
Hello,Is this beam reinforcement up-to-date with the ACI code?
@juthinalex3106
@juthinalex3106 4 жыл бұрын
Thank you
@christophers8887
@christophers8887 2 жыл бұрын
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
@asadabdurahman5781 2 жыл бұрын
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
@receiverzz9088 4 жыл бұрын
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
@seanbooth42 3 жыл бұрын
You are very good in teaching and very clear in your knowledge....I wish I could download your video but it is very slow. seanbooth68@gmail.com
@shubhmkumar5452
@shubhmkumar5452 3 жыл бұрын
@@seanbooth42 playback Speed change ker lo😅
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