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konartis wrote:If I want to scale down a house, like take off a floor basically how long does that take to have the plans amended at town an country? And what's the procedure?
rspann wrote:I did something like that already, where the fabricator made some spacers which were welded down to the rc columns and the y had holes on top where the beams were bolted. Also I helped a church do a building where funds were scarce so they welded the beams together instead of bolting and that was rc columns too.
De Dragon wrote:rspann wrote:I did something like that already, where the fabricator made some spacers which were welded down to the rc columns and the y had holes on top where the beams were bolted. Also I helped a church do a building where funds were scarce so they welded the beams together instead of bolting and that was rc columns too.
The issue here would be the rigidity of the structure in case of an earthquake. If it isn't bearing much weight like a shed or garage, then you may be ok.
low-profile wrote:whats the standard height people normally go up with blocks on top a decking?
rspann wrote:low-profile wrote:whats the standard height people normally go up with blocks on top a decking?
It depends on the slope of the roof.
screwylewie wrote:I saw a guy weld a steel plate to the rods at the top of the rc column and then weld the beam unto the plate , is that safe?
Rory Phoulorie wrote:screwylewie wrote:I saw a guy weld a steel plate to the rods at the top of the rc column and then weld the beam unto the plate , is that safe?
You could weld on mild steel (smooth reinforcing steel).
You should not weld high tensile steel (ribbed or corrugated steel) that will be subjected to structural loads. The welding causes the high tensile steel to become brittle in the weld zone and weakens it.
The Raven wrote:Is 8 feet the maximum for a concrete wall fence, according to town and country standard?
low-profile wrote:can anyone recommend a good roofman to do a standing seam hip and gable roof in cunupia area?
want someone dependable and does neat work. thanks
kevin310 wrote:low-profile wrote:can anyone recommend a good roofman to do a standing seam hip and gable roof in cunupia area?
want someone dependable and does neat work. thanks
Call this number, just say you got the number from trinituner 310-0466
konartis wrote:If I want to scale down a house, like take off a floor basically how long does that take to have the plans amended at town an country? And what's the procedure?
dude2014 wrote:May not need to. The fine materials or sharp sand usually cost less, so the 1/2 and 1/2 probably has too much sand or sharp sand. There is no good cheap way to find out except if you have experience with testing. Builders like to use gravel with more sharp sand as to avoid honeycombs and allow concrete to flow around the steel or reinforcement.
Cariri or a Ready mix or pre mix company can test same for you and make recommendations or you can buy aggregate direct from them.
The aggregate will most likely be free from dirt/silt and graded for structural concrete. Check them out. Inspect their materials and compare with where you would want to buy from. The guys are usually very helpful. Who know you may even give them some business.
Buying 1/2 and 1/2 can be tricky. A two storey building is going to cost a tidy sum. So it might be best to spend a little upfront to determine how to manage the material to make concrete. More fines (sharp sand) means more cement, more water which can lead to cracking or lower strength concrete.
If you have concerns you can post and I will be glad to help.
Theoretically, increasing the amount of cement in a mixture, while holding all other variables constant, should increase the strength of the mixture.simplicity16 wrote:One more question though: What will happen if i put too much cement in the mixture? Do u think/know if it will have a negative effect (strenght, etc)?
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