=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the next
whole number)
Can you help?

=((((PI()*E22)*1.3)*0.377))*(CEILING(H22/J20))*TotalCaisson

or, with unnecessary parentheses removed
=PI()*E22*1.3*0.377*CEILING(H22/J20)*TotalCaisson

best wishes--
Bernard V Liengme
Microsoft Excel MVP
http://people.stfx.ca/bliengme
remove caps from email

"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?

Bernard has given you the answer you asked for, but I have a question for my
own curiosity. You said E22 contained the circumference, so why are you
multiplying by PI? Now, if E22 held the diameter, then I could understand
multiplying by PI as PI*Diameter is the formula for circumference, but you
said you already have the circumference; so what is the multiplication by PI
doing?

--
Rick (MVP - Excel)


"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?

Looks like you forgot to include the significance argument in the CEILING
function:

=PI()*E22*1.3*0.377*CEILING(H22/J20,1)*TotalCaisson


--
Biff
Microsoft Excel MVP


"Bernard Liengme" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*(CEILING(H22/J20))*TotalCaisson

or, with unnecessary parentheses removed
=PI()*E22*1.3*0.377*CEILING(H22/J20)*TotalCaisson

best wishes--
Bernard V Liengme
Microsoft Excel MVP
http://people.stfx.ca/bliengme
remove caps from email

"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?

Good eye Rick-- I had the math right, but wrote down the wrong description!
E22 actually contains the diameter. Thanks for your help.

"Rick Rothstein" wrote:

Bernard has given you the answer you asked for, but I have a question for my
own curiosity. You said E22 contained the circumference, so why are you
multiplying by PI? Now, if E22 held the diameter, then I could understand
multiplying by PI as PI*Diameter is the formula for circumference, but you
said you already have the circumference; so what is the multiplication by PI
doing?

--
Rick (MVP - Excel)


"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?

"Bernard Liengme" wrote:

=((((PI()*E22)*1.3)*0.377))*(CEILING(H22/J20))*TotalCaisson

or, with unnecessary parentheses removed
=PI()*E22*1.3*0.377*CEILING(H22/J20)*TotalCaisson

best wishes--
Bernard V Liengme
Microsoft Excel MVP
http://people.stfx.ca/bliengme
remove caps from email

"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?

Thanks Bernard but We need to set the argument in the "Ceiling" portion of
the formula to "1".

"Bernard Liengme" wrote:

=((((PI()*E22)*1.3)*0.377))*(CEILING(H22/J20))*TotalCaisson

or, with unnecessary parentheses removed
=PI()*E22*1.3*0.377*CEILING(H22/J20)*TotalCaisson

best wishes--
Bernard V Liengme
Microsoft Excel MVP
http://people.stfx.ca/bliengme
remove caps from email

"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?

The subject of this post is right up your alley, isn't it?

--
Biff
Microsoft Excel MVP


"Rick Rothstein" wrote in message
...
Bernard has given you the answer you asked for, but I have a question for
my own curiosity. You said E22 contained the circumference, so why are you
multiplying by PI? Now, if E22 held the diameter, then I could understand
multiplying by PI as PI*Diameter is the formula for circumference, but you
said you already have the circumference; so what is the multiplication by
PI doing?

--
Rick (MVP - Excel)


"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?

Whatever do you mean? <g

--
Rick (MVP - Excel)


"T. Valko" wrote in message
...
The subject of this post is right up your alley, isn't it?

--
Biff
Microsoft Excel MVP


"Rick Rothstein" wrote in message
...
Bernard has given you the answer you asked for, but I have a question for
my own curiosity. You said E22 contained the circumference, so why are
you multiplying by PI? Now, if E22 held the diameter, then I could
understand multiplying by PI as PI*Diameter is the formula for
circumference, but you said you already have the circumference; so what
is the multiplication by PI doing?

--
Rick (MVP - Excel)


"boxarox" wrote in message
...
=((((PI()*E22)*1.3)*0.377))*((H22/J20))*TotalCaisson

This is a formula for calculating the total weight of #3 rebar ties on a
caisson
Where E22=Caisson circumfrence in feet
Where 1.30= the additional length required for overlap
Where .377= the weight per foot of the tie.
where H22 = Caisson Depth in feet
where J20 = the rebar tie spacing in feet
where TotalCaisson= the number caissons in the project of the given
circumfrence

I need to modify the formula so returns a whole number in the results of
the
H22/J20 portion of the calculation. So if the spacing of the ties is
say,
1.17 feet and the depth of the caisson is 10 feet , the results of this
portion of the formula is 9 rather than 8.547. (always rounded up to the
next
whole number)
Can you help?