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We have a 12 bars column reinforcement in a 3 storyed building each 2700mm clear span with 450mm beam depth. In order maintain the staggered position and as well as maximum of 50% lapping at one site i have thought ...
I am a newly recruited site engineer so i am having a doubt. In the design drawing it was done based on M25 concrete and Fe500 steel and while making the BoQ we have mentioned M20 and Fe500. Now we ...
The area where i am supervising was sloped and we had to cut at upper slope and fill at the lower slope in order to make a leveled area. during the excavation of trenches the trenches at the filled area ...
My plot of land is low lying and needs to be earth filled for approximately 1 to 1.5 metre. Now my question is that Can i start foundation of a 2 storey building on the ground without excavation ? after that we can filled the rest of the plot with earth.
My plot of land is low lying and needs to be earth filled for approximately 1 to 1.5 metre. Now my question is that Can i start foundation of a 2 storey building on the ground without excavation ? after that we can filled the rest of the plot with earth.
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The reinforcement is ok. The staggering is also ok. Just try to make sure, minimum wastage happens in cut lengths. Make sure the lap is minimum of 50D.
The reinforcement is ok. The staggering is also ok. Just try to make sure, minimum wastage happens in cut lengths.
Make sure the lap is minimum of 50D.
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