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Topographic Factor S1
Input
## TOPOGRAPHIC FACTOR S1 - ABNT NBR 6123:2023 - item 5.2 ## Hills, ridges, and escarpments dt = 30 %(m) height of the hill lt = 150 %(m) projection of the escarpment z = 10 %(m) height above ground level itp = 0 % Reduction factor % itp = (distance from B) / (4·dt) % or % itp = (distance from B) / lt
Results
RELAÇÃO DO AÇO Nº Aço ø (mm) Quant. C. Unit (m) C. Total (m) Peso (kg) --------------------------------------------------------------------------- N1 CA50 8.00 7 4.20 29.40 11.613 N2 CA50 10.00 5 2.40 12.00 7.404 N3 CA60 5.00 36 0.90 32.40 4.990 N4 CA50 12.50 3 4.80 14.40 13.867 --------------------------------------------------------------------------- RESUMO DO AÇO ø (mm) C. Total (m) Peso (kg) ---------------------------------- 5.00 32.40 4.99 8.00 29.40 11.61 10.00 12.00 7.40 12.50 14.40 13.87 ---------------------------------- Total (kg) 37.874 RELAÇÃO DO AÇO Nº Aço ø (mm) Quant. C. Unit (m) C. Total (m) Peso (kg) --------------------------------------------------------------------------- N1 CA50 8.00 7 4.20 29.40 11.613 N2 CA50 10.00 5 2.40 12.00 7.404 N3 CA60 5.00 36 0.90 32.40 4.990 N4 CA50 12.50 3 4.80 14.40 13.867 --------------------------------------------------------------------------- RESUMO DO AÇO ø (mm) C. Total (m) Peso (kg) ---------------------------------- 5.00 32.40 4.99 8.00 29.40 11.61 10.00 12.00 7.40 12.50 14.40 13.87 ---------------------------------- Total (kg) 37.874
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