Відео

What about a slab that has no uniform shape?

how did you get 1.5 in the slope factor 6/12?

skirting is given in linear mtrs Eng

Thank you very much But 1000-(2*75)= 850mm(0.85 m)

Excellent tutorial

How do you get slope roof area? 6/12

How did you get 6/12, on roof slope

Ksh. 644.79 is the cost for painting an area of 1m by 1m per hour, right?

Hi Christine

spacer blocks you missed,, cz you did for one brc and yet the total area took 2 brc

Nice one plz can you show how to taking off bridge full video

i think u are confused somehow change point has back sight and fore sight recorded not intermediate sight on the same line

Purlins,recheck

Hie QS,How did you come up with the cost of materials on site? Secondly the arithmetic for previous certificates ie Cert 1,2,3 & 4 is wrong.

Your question is not clear at all 1:48 1:49

Thanks can you give us how to make bill of quantity of materials ❤

thank you so much from sri lanka

Hi, thanks for your video. However, if I have to follow the rules in the CESMM 1992 edition and calculate the footing depth in separate regarding excavation depth, do I need to write only a maximum depth for this case?

No assumption for the labor gang?

will you mind rechecking the calculations for materials to my own knowledge ,you ought to get the total ratio which is 4 for instance,Cement=1/4.1440/50.700.1=5040

Hello please would you do a video on three moments theorem and moment distribution.

The video is not clear😢😢😢

This is all good, thank you however the final computation needs to be multiplied by 2 since the calculation was for half the house.

Please if you will not mind how to take off quality of a bridge

What about the internal girth

great stuff but you seriously need to work on how you explain things

I just wanted to correct surface excavation area 69.95-9.24=60.72m2

Why did you not add 10% to previous payment certificates before subtracting from the amount to be paid

This calculation, can I use it for brc mesh reservoir?

how to caculate frist upper& lower cord and vertical and diagonal truss on hip roof

Next should be how to calculate reduced level for striped fdn

2100x2 you get 5200,,,use calculator your confusing us more

I have been following your videos , on this one, about deduction of the void; you need to deduct 2/ 400 (projection)from 5600 ... And one projection from 2500 .so void is 4800*2100.. I stand to be corrected

why did you assumed 60%efficiency interest on capital

why did you assumed 60%efficiency interest on capital

why did you assumed 60%efficiency interest on capital

We need to hear you well and well pointed diagrams

Thank you

So nice

Why assume the percentage that is not indicated

your tutorials are invisible

What about step irons?

Cos 30 is 0.154, if you divide 5.5 with 0.154 you will get 35.7. So therefore, your calculation seems wrong.

Good work

❤ the video from kisumu national polytechnic

I thiught you are supposed to use external dimensions

Some parts of your explanation are not clear l, there are also typing errors on your work sheet, if some it watching this for the first, you are going to confuse them.

Weldone ma. Please can I get that template just have the clear detail ma.. I’m a student though

Thank you for your wonderful explaination it helps a lot to understand better 🤝

Do we add or subtract end laps