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MD Marketers wrote:rodni9450 wrote:What sizes of Beams should i use for a decking , concrete columns already exist 12' x 14' apart,
Complete Size 24' x 42'
Which one are you going?
I beam or rc beam?
For spans crossing 20' we use I beams since steel rods only come 19'6"s.
Another use of I beams is to eliminate center columns that take up space, especially in garages.
Since you already have rc columns and the span is at most 14' long you can go with an rc beam-.
York wrote:MD Marketers wrote:rodni9450 wrote:What sizes of Beams should i use for a decking , concrete columns already exist 12' x 14' apart,
Complete Size 24' x 42'
Which one are you going?
I beam or rc beam?
For spans crossing 20' we use I beams since steel rods only come 19'6"s.
Another use of I beams is to eliminate center columns that take up space, especially in garages.
Since you already have rc columns and the span is at most 14' long you can go with an rc beam-.
Rods can be lapped 40-50 times the diameter so structurally it is joined. The size and quantity would determine how long you can go between columns. Better to keep beam 12 x 12 or 14 ". Actually it can be 12 x16 if the is designed to go up to the top of the floor slap.
I beams have to be sized appropriately. Not any can be used for 20 ft or more span. That's where structural engineers come in. I'm not an expert in steel beams but there would be rule of thumb for sizes of beams and span. Longer the span bigger and higher poundage of beams.
urbandilema wrote:Well thanks for the info.the area I searched was two lots in gasparillo in two different locations.the first one I didn't really like as the location and the second one has a huge drop not exactly a flat piece.well I was depressing but I go continue the searching and process as I termed headache.if any tuners have land for sale in gasparillo or claxton bay pm.sorry if I asking too much..blessings
triplef_17 wrote:Anyone ever cast a concrete beam with a 20ft span supported by only 2 columns & the beam taking the weight of a decking? Application of this beam - allowing a 20ft garage below decking.
steel rods from the columns have to tie to(lap with) the steel rods in the beam. There should be at least 6 rods in the beam, 2 each top center and bottom, 5/8 inch, 20 in high concrete.MD Marketers wrote:triplef_17 wrote:Anyone ever cast a concrete beam with a 20ft span supported by only 2 columns & the beam taking the weight of a decking? Application of this beam - allowing a 20ft garage below decking.
Yes it can & has been done.
Specify if inside to inside is 20' or 18' please
low-profile wrote:building a split level (flat and 2 story)house, is auger piling necessary in the both parts of the house? location cunupia, flat land
if auger piling is needed, how deep?
York wrote:low-profile wrote:building a split level (flat and 2 story)house, is auger piling necessary in the both parts of the house? location cunupia, flat land
if auger piling is needed, how deep?
Nothing is necessary. Houses have been built for decades here without issues. However, if you talking about design....
Yes, do the piles as deep you can go, maybe 15 ft so they will come straight up to the foundation and floor of the house with one length of steel. It won't cost that much, maybe $15-20k. Good investment, upstairs house foundation, can't go wrong. Cunupia is generally a flat area, I would say recommended. When land is waterlogged, especially clay soil can move under the foundation.
York wrote:low-profile wrote:building a split level (flat and 2 story)house, is auger piling necessary in the both parts of the house? location cunupia, flat land
if auger piling is needed, how deep?
Nothing is necessary. Houses have been built for decades here without issues. However, if you talking about design....
Yes, do the piles as deep you can go, maybe 15 ft so they will come straight up to the foundation and floor of the house with one length of steel. It won't cost that much, maybe $15-20k. Good investment, upstairs house foundation, can't go wrong. Cunupia is generally a flat area, I would say recommended. When land is waterlogged, especially clay soil can move under the foundation.
you have said nothing. If everyone is doing it wrong, then is that the correct way? So what's the purpose of the pile? Not to tie into the foundation? There is steel in the foundation and column which is tied and similarly to the pile.ramorr wrote:York wrote:low-profile wrote:building a split level (flat and 2 story)house, is auger piling necessary in the both parts of the house? location cunupia, flat land
if auger piling is needed, how deep?
Nothing is necessary. Houses have been built for decades here without issues. However, if you talking about design....
Yes, do the piles as deep you can go, maybe 15 ft so they will come straight up to the foundation and floor of the house with one length of steel. It won't cost that much, maybe $15-20k. Good investment, upstairs house foundation, can't go wrong. Cunupia is generally a flat area, I would say recommended. When land is waterlogged, especially clay soil can move under the foundation.
Do not ever come up with the same length of steel from the pile to the column. This is madness. This is what is done by some fly by night builders who have no clue what they are doing. Always have the pile separate from the column iron. Talk to a real builder with lots of experience and they will advise you better....
low-profile wrote:hey guys. how far apart are stirrups placed?
using 5/8" rebar and 3/8" stirrups (8"x8")
MD Marketers wrote:low-profile wrote:hey guys. how far apart are stirrups placed?
using 5/8" rebar and 3/8" stirrups (8"x8")
8"s closer to the center of the beam/column and 4"s as you near the end.
It may vary dependent on span and supporting weight, but not by much.
There are reasons for everything. If you're not sure ask an architect or hire a consultant (wink) to inspect/direct every stage before you allow them to move on to the next stage.
kjaglal76v2 wrote:https://m.facebook.com/story.php?story_fbid=1680526622195484&id=1458713851043430
saw this
MD Marketers wrote:low-profile wrote:hey guys. how far apart are stirrups placed?
using 5/8" rebar and 3/8" stirrups (8"x8")
8"s closer to the center of the beam/column and 4"s as you near the end.
It may vary dependent on span and supporting weight, but not by much.
There are reasons for everything. If you're not sure ask an architect or hire a consultant (wink) to inspect/direct every stage before you allow them to move on to the next stage.
stang wrote:
GRIM wrote:look here
for a dwelling only
now pay me
http://forums.trinituner.com/upload/data/d7/pay%20me%20for%20this.jpg
it won't. 15ft front and 12ft back, max length can be 73ft. It's the width that's the problem in the upstairs floor plan, the rooms would have to be on one side and the baths and study on the other side with the corridor 3-4ft in the middle.GRIM wrote:stang wrote:
why 20 feet wide?
60 feet will most likely give problems by T&C if its for a 50'x100' lot
maximum of 40%(i think) of total square footage allowed for residential lot
GRIM wrote:oh and pay attention to the T16 (5/8'') steel and where the lengths end, if steel hadda cut and throw away do it. its like that for a reason.
if anyone tells you is 'OK' to have all the main reinforcement bars end at the same place on a load bearing rc beam (top and bottom) tell them fcuk off you have no idea what the as$ you talkin bout
and the 3/8" (T10) too they are placed 4'' & 6'' at the indicated places and need to be like that or very similar (depending on the design)
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