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Thank you sir..Shortly & perfectly explained the conceptThis is 10 times better than our teache
Best Video for preparation gor Exam point of view.And for last week Preparation.
Perfect thank you ❤❤❤
Nd this video is vry helpfull for me thankeww sir
Thnqu so much with the helping me
thank you 🙏
sir web buckling check kaise krte?
U doing good work keep doing ❤️
Thank you so much bhai bohot madat hi exam se Pehle
mm se KN kese ho sakta h ???🙂
Sir in deflection check what we have to put ixx or iyy. And why
5 th point alpha LT ki value kon si li
Wha kya hi explain karte ho😢
What is the 'k' value in KL/ry
Sir Laterally Restrained & Laterally Un restrained ayee dono kya he?
Simple Support ka Laterally Restrained & Laterally Un restrained?
Mtlb section kaisa la y btaiya
Web deflection me E ka value kaha se Lena hai
Bhut easy way m explain karte ho aap
If there is any problem with any subject, then please comment.
Rtu k typ ka question kra dijiye sir
Ya RTU Ka Type ka he haa.🙂👍
thank you sir
Design of roof truss and plate girder che problem che video prepare kara na e
Nice
Sir ..I m very confused...how to choose.. value after find (Zp) .....what I chose...?? ISLB or ISMB..?
ISLB
@@gkstudybk ...but some questions I attempt from me book..so some question pick ISLB or some question pick ISMB...
To find Zp we multiple by 1.3 is not given IS CODE. would plz explain how it is come??
1.3 is a fixed value
@@gkstudybk , the fixed value kahan se liya ?? What is the reference ??
@@lewisanthony6881 Zp required = M / Fbd here , we assume fbd = 120 to 140 N/mm2 for I section
Perfect for exam 🙌👌
😊😊😉
vit wale bhi dekh rahe honge tirumalini maam ke DA ke liye :-)
Apne shear force and bending movement ki unit kn-m boli thi in steps while in questions Apne kn /m Kara hai
kn-m hogaa🙂
need more numericals on both which is asked for 32 marks in que 1 .. mumbai university
Lacing batten all questions and analysisTension members design bolted and valded
Sir how to select ISMB175@19.3 by using ZP req from 139 pg... Explain plzz
sir can u share pdf of steel tables plzzz it will be helpful
Brooo can u explain problem of built up section ( laterally unsupported beam)
Superb 👌👌👌👌Really very helpful for sem exam I hope you must be make some videos on another topics as similar . & Thank you !!
Make a video on building valuation problem plz sir
you mean cost and estimation ??
More problems explain sir please
Why Mcr is not calculated ?
Kon saa step ha ???
Kl ka value 1.86 hai sir par
Kaise aayi??
Thanks bhai
Plastic theory and elastic theory
Sir ,By the way,why are you covering the explanation with a white sheet like a topper in an examination hall
Sir plg full explain IS 800
Try to write with sketch pen..
Plzz sir
Thank you sir..
Shortly & perfectly explained the concept
This is 10 times better than our teache
Best Video for preparation gor Exam point of view.And for last week Preparation.
Perfect thank you ❤❤❤
Nd this video is vry helpfull for me thankeww sir
Thnqu so much with the helping me
thank you 🙏
sir web buckling check kaise krte?
U doing good work keep doing ❤️
Thank you so much bhai bohot madat hi exam se Pehle
mm se KN kese ho sakta h ???
🙂
Sir in deflection check what we have to put ixx or iyy. And why
5 th point alpha LT ki value kon si li
Wha kya hi explain karte ho😢
What is the 'k' value in KL/ry
Sir Laterally Restrained & Laterally Un restrained ayee dono kya he?
Simple Support ka Laterally Restrained & Laterally Un restrained?
Mtlb section kaisa la y btaiya
Web deflection me E ka value kaha se Lena hai
Bhut easy way m explain karte ho aap
If there is any problem with any subject, then please comment.
Rtu k typ ka question kra dijiye sir
Ya RTU Ka Type ka he haa.🙂👍
thank you sir
Design of roof truss and plate girder che problem che video prepare kara na e
Nice
Sir ..I m very confused...how to choose.. value after find (Zp) .....what I chose...?? ISLB or ISMB..?
ISLB
@@gkstudybk ...but some questions I attempt from me book..so some question pick ISLB or some question pick ISMB...
To find Zp we multiple by 1.3 is not given IS CODE. would plz explain how it is come??
1.3 is a fixed value
@@gkstudybk , the fixed value kahan se liya ?? What is the reference ??
@@lewisanthony6881 Zp required = M / Fbd
here , we assume fbd = 120 to 140 N/mm2 for I section
Perfect for exam 🙌👌
😊😊😉
vit wale bhi dekh rahe honge tirumalini maam ke DA ke liye :-)
Apne shear force and bending movement ki unit kn-m boli thi in steps while in questions Apne kn /m Kara hai
kn-m hogaa🙂
need more numericals on both which is asked for 32 marks in que 1 .. mumbai university
Lacing batten all questions and analysis
Tension members design bolted and valded
Sir how to select ISMB175@19.3 by using ZP req from 139 pg... Explain plzz
sir can u share pdf of steel tables plzzz it will be helpful
Brooo can u explain problem of built up section ( laterally unsupported beam)
Superb 👌👌👌👌
Really very helpful for sem exam
I hope you must be make some videos on another topics as similar .
&
Thank you !!
Make a video on building valuation problem plz sir
you mean cost and estimation ??
More problems explain sir please
Why Mcr is not calculated ?
Kon saa step ha ???
Kl ka value 1.86 hai sir par
Kaise aayi??
Thanks bhai
Plastic theory and elastic theory
Sir ,By the way,why are you covering the explanation with a white sheet like a topper in an examination hall
Sir plg full explain IS 800
Try to write with sketch pen..
Plzz sir