Nice explanation 👍 In multistorey building we used always fixed beams So at end support negative bending moment and at center positively bending moment So we provides extra bar at top at supports and curtails bat at mid span Am I correct?
Yes, Mostly we'll see continuous beams & slabs where at the supports we'll provide reinforcement at top due to the tension development at the top face and need to provide reinforce ment up to a distance of L/4 from support .You may curtail the reinforcement at the bottom face ,but the bars has to be extended to a length known as development length as per the code.
Thankyou sir for clearing doubt
you really made it easy to understand other than any huge accounts. thank you so much for this. more videos to come.
Thanks you have explained in very simple and understandable illustration. Thanks.
Great and lucid explanation.
Great explanation!
Thank you so much
Really simple to understand
Great info
Thankyou so much am greatful 💖
great sir !
Is there anyway you can increase the volume of your audio during editing
Wow amazing
Nice explanation 👍
In multistorey building we used always fixed beams
So at end support negative bending moment and at center positively bending moment
So we provides extra bar at top at supports and curtails bat at mid span
Am I correct?
Yes,
Mostly we'll see continuous beams & slabs where at the supports we'll provide reinforcement at top due to the tension development at the top face and need to provide reinforce ment up to a distance of L/4 from support .You may curtail the reinforcement at the bottom face
,but the bars has to be extended to a length known as development length as per the code.
@@civiltutorials6407 yes you are right
Please explain about column bending moment and shear force diagrame
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How to draw SFD??
Sir why A2 is negative?
determine displacement field for traffic lights subjected to UDL.. can u snd video link plzz!!
What 👆it means?
Plz reply