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Using the mean girth for excavating the foundations trench, will include the volume excavating for the Column Bases
Similarly adding 8000 + 2/1000=10,000, before you add up the spread
I thought we were equally supposed to take off for the concrete (V.R.C.1.3.6) in the stip foundation. Kindly clarify
If the internal width is 10,000 mm, adding the width of foundation trench -1000 will add up 2/1000 +10,000=12,000
Foundation centerline calculation, ad taking off substructure works with one external column not connected to the foundation and probably has a different shape
Am working to give you this video.Kindly stay tuned.
Fittings and electrical next
Sure..Am working on these videos.Kindly stay tuned.
Taking off a prison wall of length 100m
Ill do this example for you soonest
Using the mean girth for excavating the foundations trench, will include the volume excavating for the Column Bases
Similarly adding 8000 + 2/1000=10,000, before you add up the spread
I thought we were
equally supposed to take off for the concrete (V.R.C.1.3.6) in the stip foundation. Kindly clarify
If the internal width is 10,000 mm, adding the width of foundation trench -1000 will add up 2/1000 +10,000=12,000
Foundation centerline calculation, ad taking off substructure works with one external column not connected to the foundation and probably has a different shape
Am working to give you this video.Kindly stay tuned.
Fittings and electrical next
Sure..Am working on these videos.Kindly stay tuned.
Taking off a prison wall of length 100m
Ill do this example for you soonest