Can I read Design of Column KG/CM2 FC TON PU 0.35 X Fcu X Ac + 0.67 X As X Fy PU B 444.4444 PW/FC Ac T 17.77778 T CM2 1375 AC - 33.2971 AS on EtoBox?

Design of Column KG/CM2 FC TON PU 0.35 X Fcu X Ac + 0.67 X As X Fy PU B 444.4444 PW/FC Ac T 17.77778 T CM2 1375 AC - 33.2971 AS by 3ces is a document available to read on EtoBox.

What is Design of Column KG/CM2 FC TON PU 0.35 X Fcu X Ac + 0.67 X As X Fy PU B 444.4444 PW/FC Ac T 17.77778 T CM2 1375 AC - 33.2971 AS about?

The document provides design calculations for a column that must support a 40 ton load. It calculates the required cross-sectional area of the column as 1375 square centimeters based on the load and material properties. It also calculates the required steel reinforcement as 444.4444 kilograms.

Author

3ces

Language

EN