Calif Bill wrote:
"basskisser" wrote in message
oups.com...

Reginald P. Smithers III wrote:
basskisser wrote:
Reginald P. Smithers III wrote:
Reginald P. Smithers III wrote:

Show me that concrete mix design that has 2500# of Portland cement
in
it, and weighs better than two tons, and we'll go from there.
ps When I said Portland Cement weighed approx. 2500 lbs, I was
referring
to Portland Cement, I never said or hinted that one would put 2500 lbs
of Portland Cement into a yard of concrete mix.

Have you looked over your concrete mixes to see that it is very common
for a yard of concrete to weigh approx. 4000 lbs?

One would not expect a PE to make sure a mistake.

No, it is not. Need proof? And if I show proof, will you admit your
mistakes? And where is that 2500 pounds of Portland cement per yard
used? Please show some criteria for your two tons, and your 2500 pounds
of Portland.


I tried to be helpful and show you many links showing you the exact
weight of concrete, and the exact weight of Portland Cement, you prefer
to ignore them. I didn't want you to continue with your silliness, but
I should have known better. The question wasn't "is all concrete 4000
lbs per year", because there are light weight concrete mixes that weigh
less, but as Bill said, concrete can and does weigh approx. 4000 lbs.
The fact that you fail to see this, does understand why you are not
employed.

No, you are wrong. Bill actually said that concrete weighs 5000#.
Please show what facts you have that I am not employed, first. Now,
where WERE those links that you shown that states that there is 2500#
of Portland cement in a yard of concrete? You DO know, seeing how you
are acting the expert here, that in reality, there's somewhere around 5
bags @ 94 pounds in a typical 3,000 psi mix, for a total of 470# don't
you? So, I'd really, really like to see this mix design that uses
2500#, because with a water/cement ratio of .53 maximum, you'd have
approx. 1,325 pounds of water. But you know this, right? Now, here's
the thing. a yard of concrete is an AREA. This 2500# of cement takes
approx. 12.72 cubic feet of area. The water that we need per ACI 307
would take an area of approx. 20.64 cubic feet, for a total of 33.36
cubic feet. You're now at more than a yard before you add in the
largest volumes, which are the coarse and fine aggregates, with proper
gradation of course. So, for an F'c of 3000 psi, the aggregate total is
going to be close to approx. 10 or 12 times the amount of concrete. So
now you have a "yard" of concrete that is 400 or so cubic feet! So, I'm
really confused. Please show me where you are correct, and I am wrong.
Now remember something about that 4,000 pounds you are referring to.
There is a factor of safety involved for that number. A cubic foot of
normal weight concrete doesn't weigh 150 pounds, although that number
is thrown around alot. The actual weight of normal weight concrete is
around 125 pounds per cubic foot, or 3375 a yard. If you'll look at ACI
guidelines you'll even see that there criteria uses 125# per cubic foot
dead load for elevated slabs! And even THAT has a factor of safety.


So I made an error of saying concrete weight is 5000# per yard. That is
what the guy told me when I picked up a yard of Concrete in a u haul it
trailer. So 4000# of concrete and 1000# of trailer. I am an electrical
engineer. What my degree is in, while you claim to be a PE structural
engineer and claim that concrete weighs less than 3000#. Major faux paux!
I really doubt you are a pe or an engineering graduate now.

Concrete DOES NOT weight 4000# a yard, your first ignorant statement of
the day.
I never said concrete weighs less than 3000#, your second stupid
statement of the day.
So, your last stupid sentence doesn't even count.

Please go back and read my statements above, and prove to me that I'm
wrong. On the other hand, I can post many, many concrete mix designs
that I've approved (or not approved for that matter) that will show you
that in most cases, normal weight concrete, with an F'c of 3000, or
4000 p.s.i. will come in at around 3400 pounds. ACI guidlines, as well
as any applicable building code in the U.S. as well as Factory Mutual
ALL allow 125# a cubic foot, or 3375# per yard as a design dead load.
WHY would ANYONE allow a non-reduceable dead load to be designed for
less than the weight of the material itself? Even the 125# includes
reinforcing and composite deck!

I'll be waiting for you to show me that part where I ever said that a
yard of concrete weighs less than #3k.