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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

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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

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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.

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You’re welcome All the very best

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Thank you

Sir plz clear my doubt

Vdpb kb=0.6 which is smaller than

Where is 10mm in vdpb please refer code book once pg.no 73 and 74

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Refer page no.18 table no 2 in IS 800:2007

​​@@civilworldok sir but you should assume the value is less than 8.4 for plastic section but you take it as plastic section without any calculation of finding breath and thickness of flange

It depends on the vectors, if a and b are the magnitudes and theta is the angle.

Please check ISHB properties once

Yes you can proceed with that value…no issues just follow the procedure

Please refer steel tables book. By calculating I got the area of the cross section which 10769, so I chose ISMC 350@413 n/m, Area of the is channel section is 5366, here in this problem we are choosing 2 ISMC sections so, 5366+5366=10732, which is nearer to 10769 i.e ISMC 350@413 channel. Like that you have to choose the section.

Okay you can correct the value and proceed no issues

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You are so welcome!

View or map ane option vuntundhi chudandi. Ledhantey data ni import cheyandi autocad loki, autocad lo kuda check cheyochu. Ledhantey Meeru create chesina job loki velli akkada 3 point and 4 point distance vuntundhi Ala kuda check cheyochu

Unit weight of the ISHB 300

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You're welcome

Okay thanks for the information

@@civilworld what code you are using?

Don't worry

@@civilworld bhai 5 attempt h 15 ko it will be very good if you can upload a video on flooring

What flooring ?

@@civilworld it comes in exam 32 marks ka rehta hai question no 1 flooring system if you can share your contact or mail i will send it to you

Kis language m bol raha Bhai??

By mistake I entered…you can proceed with 150. Thank you 🙏🏻

Thanks for the information. Please follow the procedure. It's practical subject. You can do as per the proper calculations

Thank you

You're welcome.

Design of steel cheppanu. RCC cheppaledhu

Please refer code book IS 800:2007

Please refer code book IS 800:2007

@@civilworld please sir can you explain in brief ,why should you take 4*50 the no. Of bolts is 5

@@SANJAYA_KHATARI 4*50 is not the number of bolts. It is the length the failure section. This is practical subject first you have to understand the IS 800:2007 subject

@@civilworld sir please give me a page no. Sir code is very vast

Please refer IS 800: 2007 code book

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Because already we calculate the length and the bolt holes are in circular so that I subtract the value. Which is helpful to reduce the cost. Think in a practical way

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