Also include the 10dia. bar and tie wire in the tabulation!!!for 1sqm. area masonry multiply by 3m bar length...ex. 84sqm/day x3m=252m...then 252 divide it by 6m length of 10dia. bar...=42pcs bars x6 days = 252pcs/week...6m is commercial length.For tie wire get the weight of the reinforcement.... 252pcs x 6m x 0.617kg/m=933kg wt. of reinforcement...then 933 x .02kgwire/kg rebars =19kg/week tie wire...FYI
Good Job po Engineer! Very informative po
Also include the 10dia. bar and tie wire in the tabulation!!!for 1sqm. area masonry multiply by 3m bar length...ex. 84sqm/day x3m=252m...then 252 divide it by 6m length of 10dia. bar...=42pcs bars x6 days =
252pcs/week...6m is commercial length.For tie wire get the weight of the reinforcement....
252pcs x 6m x 0.617kg/m=933kg wt. of reinforcement...then 933 x .02kgwire/kg rebars =19kg/week tie wire...FYI
Can you please share the excel file?