Input Unite Fcu Kg/cm2 D CM - A CM B CM Pul KG Col Case
Input Unite Fcu Kg/cm2 D CM - A CM B CM Pul KG Col Case
Input Unite Fcu Kg/cm2 D CM - A CM B CM Pul KG Col Case
Date
COLUMN I.C.B.766 27-Sep-18
Sheet No. Computed by Checked by
1 of 1 a_otefa a_otefa
Integrated Consalting Subject: Vella
Bureau Building:
Rectangle column
Input Value unite output Value unite
fcu 250 Kg/cm2 Perimeter 800 cm
d 115 cm Mt-F 1.15 ----
Safe
a 100 cm Pul*Mt-F 48870 Kg
b 110 cm qul 12.5 Kg/cm2
Pul 1150000.00 Kg qall 12.9099 Kg/cm2
Col Case 1 ---- qul/qall 0.96825 ----
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Value of Col Case
1 Interior
2 edge
3 corner case 2 case 3
Safe
a 60 cm Pul*Mt-F 48870 Kg
b 60 cm qul 5.60254 Kg/cm2
Pul 26500.00 Kg qall 12.9099 Kg/cm2
Col Case 3 ---- qul/qall 0.43397 ----
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Value of Col Case
1 Interior
2 edge
3 corner case 2 case 3
Safe
d 95 cm Pul*Mt-F 48870 Kg
Diam 50 cm qul 1.12927798 Kg/cm2
Pul 32580.00 Kg qall 12.9099445 Kg/cm2
Mt-F 1.50 Kg qul/qall 0.0874735 ----
Interiour column
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Mt-F torsion moment Factor
Diam Diameter of the circular column 0.5 d
d depth to steel bars of slab
Pul ultimate column Loads