๐Ÿ‘‰CALCULATION OF REINFORCEMENT QUANTITY

Foundation: 15 m ร— 8 m
Perimeter: 2(15 + 8) = 46 m
Main bars: 4
Stirrup size: 15 ร— 15 cm
Stirrup spacing: 15 cm
Hook length: 7.5 cm each

๐Ÿ”น 1. Longitudinal Bars (Main Steel)

Total length: 46 ร— 4 = 184 m
12 m bars required: 184 รท 12 โ‰ˆ 16 bars
With 10% wastage: 18 bars

๐Ÿ”น 2. Stirrups (Ties)
Number: 46 รท 0.15 โ‰ˆ 307 stirrups
Length per stirrup: approximately 0.70 m
Total length: 307 ร— 0.70 = 214.9 m
12 m bars required: approximately 18 bars

๐Ÿ“Œ Note: These are preliminary estimates. Actual quantities depend on cover, bending details, lap lengths, and project specifications.

@ETCONP

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