The dimension of the column itself is 340mm, which is not used to determine the number of rebars. The equation for determining the number of rebars is Ast/(π/4)(dia. of main)^2, where the diameter of the main rebar is specified according to the NSCP (National Structural Code of the Philippines).
what if hindi po Pdl at Pll given, pano po kunin Pu? like if ang given ay roller at fixed support po?
Hi. May I ask why you didn't use 340 for solving the no. of bars?
The dimension of the column itself is 340mm, which is not used to determine the number of rebars. The equation for determining the number of rebars is Ast/(π/4)(dia. of main)^2, where the diameter of the main rebar is specified according to the NSCP (National Structural Code of the Philippines).
Hindi po ba actual load P ang gagamitin sa pagkuha ng dimension, hindi nominal load P?
Thank you
Pano mo po nakuha yung value nung Ag? Thanks
in terms of Ast