钢筋下料自动计算表
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2200 1344 23.44 14.32 87 61 300 300 200 300 1000
A
R6= 0.00 R8= 0.00 R10= 0.00 R12= 0.00
Kg Kg Kg Kg
R16= 0.00 R20= 0.00 T6= 0.00 T8= 0.00
Kg Kg Kg Kg
T10= 0.00 T12= 37.76 T16= 0.00 T20= 0.00
Kg Kg Kg Kg
T25= 0.00 T32= 0.00 T40= 0.00
Kg Kg Kg
Total=
37.76
Kg
Cut and bend in accordance with BS4466-1980
A B C
REDLAND PRECAST
Prepared by : Checked hby :
Type No. of No. Of and Membe bars in S源自文库ze r each
T12 T12 12 2 2 6 6
Job Name : Unit No.: Shop Drawing No.:
Member Bar Mark
1 2
Job No. : Revision No. : Date Issued : Remark
Total No.
12 12
Length of Weight of Shape A B C D E R each bar bar (kg) code (mm) (mm) (mm) (mm) (mm) (mm) (mm)
A
R6= 0.00 R8= 0.00 R10= 0.00 R12= 0.00
Kg Kg Kg Kg
R16= 0.00 R20= 0.00 T6= 0.00 T8= 0.00
Kg Kg Kg Kg
T10= 0.00 T12= 37.76 T16= 0.00 T20= 0.00
Kg Kg Kg Kg
T25= 0.00 T32= 0.00 T40= 0.00
Kg Kg Kg
Total=
37.76
Kg
Cut and bend in accordance with BS4466-1980
A B C
REDLAND PRECAST
Prepared by : Checked hby :
Type No. of No. Of and Membe bars in S源自文库ze r each
T12 T12 12 2 2 6 6
Job Name : Unit No.: Shop Drawing No.:
Member Bar Mark
1 2
Job No. : Revision No. : Date Issued : Remark
Total No.
12 12
Length of Weight of Shape A B C D E R each bar bar (kg) code (mm) (mm) (mm) (mm) (mm) (mm) (mm)