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Not steel hand book, code book IS 800: 2007

Minimum value

Please refer steel table book for channel section and beam section

Please refer steel tables book

Yes

@@civilworld thnq bro🤝🤝

Same procedure

#Designofplategirder #Intermediatestiffeners #Endstiffeners #IS800:2007SteelStructures #welded # ruclips.net/video/JbagfzO3Fek/видео.html You can watch this video

Sure bro, thank you 🙏🏻

Sure please allow me few days

​@@civilworldObviously yes

@@Piyushsingh-pf7qr ruclips.net/video/ylAdgu5fgq8/видео.htmlsi=Dvkr8AbndC5Oi59S

@ ruclips.net/video/ylAdgu5fgq8/видео.htmlsi=Dvkr8AbndC5Oi59S

we are finding the missing, have you done practical classes with auto level?

reference point or bench mark or reduced level

Welcome

Welcome

the section which is nearer to Zp required, thats why you have to refer code book.

yes

cost slope is given in question and in step 7: we took 20-30 normal cost 300 and 20-40 300+150

@@civilworldthank you sir…and what about the cost slope is not given in the question how to solve it?

Web will buckle

@civilworld sir could you please tell where the design steps will change

@ no need of selection of web and flange if he given the beam section

Taking axis as reference

please refer clause no 8.2.1.2 page no 53, IS 800:2007

Outstanding leg means which is not connected to the angle

Yes you can

@civilworld thankyou sir❤️

@ all the best

In page no 59 clause no 8.4.2.1

sure thanks for the correction next time i will

sure next time i will

ss bhavikati

Sure 👍

SS bhavikati

please refer code book

Thanks for watching 👍👍

thank you so much

@@civilworld your welcome

thank you 👍👍

whole area because, workers need to execute the work for centering and shuttering, and depends on type of soil and clients requirement too.

@@civilworld ok sir if the footings are very close to each other we might need to excavate the whole area right sir

@@civilworld if footings are maintaining a good space then we will only excavate the footings + pcc area right sir

need space for shuttering works and workers

Even if footings maintain good space if you excavate whole area it is easy to carry the materials and once soil disturbed you have to compact it well and depends on type of the soil also.

available in code book. if there is any errors please follow the procedure

@@civilworld Sir my building height is 19m each height floor to floor is 3.800 my wind speed is 39 my ans is 8.76kn it's right or wrong and my category is 3 class b

8.76 Kn is basic wind pressure

Thank you 👍👍

You’re welcome and thanks for your support to my channel

👍👍👍👍

👍👍👍

All the very best and thank you so much for your support to my channel 👍👍

you can use excel

its a practical subject…you have to practice more examples so that you will also easily do

because our section belongs to buckling class b and in table 10 IS:800:2007 code is specified that. Please refer code book thoroughly

@@civilworld if you have video send me the link how to choose buckling class according to section

@@Venu-nm4ll sorry I don’t have separate video. In the video itself I explained

@@civilworld how to choose buckling class make one video it is useful for us

4x50=200 4 means 4 spans and each span is 50 mm nothing but pitch distance between bolts. Please refer code book thoroughly

​@@civilworldOne boult is removed for end distance am I correct

Section modulus

You’re welcome

All the best 👍👍

you can proceed as per your value…follow the procedure

You can proceed as per your value…follow the procedure as per video…

Sure thank you so much next I will not do. Admit my mistake 🙏🏻

Because in the load combinations are like dead load + live load

Please IS 800 : 2007 code book

@@civilworld which clause or section in the book?

You can correct it and you can proceed. This video is just for procedure. This is practical subject.