rumus konversi besi tulangan.xls

konversi besi tulangan beton rumus

=

tul. atas

3.14

x

3.14

x

r (diameter) x r (diameter) 16

x

16

3 D ##

=

803.84

=

2411.52

konversi 5 D ##

3.14

x

13

x

13

=

2653.3

tul. sam!in"

3.14

x

16

x

16

=

803.84

=

160.68

2 D ##

>=

2411.52

>=

160.68

>=

2411.52

konversi 8D

8

3.14

x

8

x

8

=

160.68

tul. $a%a&

3.14

x

16

x

16

=

803.84

=

2411.52

=

2653.3

3 D ## konversi 5 D ##

3.14

x

13

x

13

'*+,-+, detail tulan"an se$enarna detail tulan"an konversi !er$andin"an detail tul. se$enarna &arus le$i& $esar  sama den"an den"an detail tul.ko

konversi jarak besi begel beton perhitungan kebutuhan tul. begel dalam => 1 meter(1000mm) rum rumus

=>

(/. $e $entan tan" tula tulan n"an  ara arak k tul. tul. "eser ser ($ ($eu"el))  3.14 .14  r  r 

D 10  150 =

1000



150



3.14



10

=

200.6

konversi kebutuhan konversi tul. begel dalam => 1 meter(1000mm) D 8 



= 3. 3 .14 x r x r   =

n (D (D 8 )

3.14

= 203.333



8



200.6 10.416666

 =

1000



 =

6

mm



8

= 10.416666



10

 adi konversi tul. $eu"el 

D 10 - 150 D 8 - !

dari ke

"umus =

= (!anan" $entan"  arak $eu"el )  3.14  r  r 

D #  ### =

1000



150



3.14



10



10

1000



5



3.14



8



8

konversi

D 8  5

=

'*+,-+, detail tul. $e"uel se$enarna detail tul. $e"uel konversi /er$andin"an detail tul.$e"uel se$enarna &arus le$i& dari  sama den"an detail tul.$e"ue

 

versi

=

203.33 mm2

=

203.33 mm2

=

2115.3 >=

l konversi

203.3333