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TRAMETOOLS
Normal de Compressão Resistente de Cálculo de Cantoneira Dupla
Cantoneiras Laminadas
L25.4 x 3.17
L31.75 x 3.17
L38.10 x 3.15
L44.45 x 3.17
L50.8 x 3.17
L63.5 x 4.76
L76.2 x 4.76
L88.9 x 6.35
L101.6 x 6.35
L127.0 x 6.35
L152.4 x 9.52
L203.2 x 15.88
Comprimento de flambagem (mm)
Tensão de escoamento do aço (MPa)
Espessura do espaçador (mm)
Resultados
------------------------------------------------------ TOPOGRAPHIC FACTOR S1 - ABNT NBR 6123:2023 - item 5.2 Hills, ridges, and escarpments ------------------------------------------------------ Height of the hill................: 30.00 m Projection of the escarpment......: 150.00 m Height above ground level.........: 10.00 m S1 factor at B.................: 1.32 S1 factor at x.................: 1.32 Escarpment angle...............: 11.31 ° ------------------------------------------------ ------------------------------------------------------ TOPOGRAPHIC FACTOR S1 - ABNT NBR 6123:2023 - item 5.2 Hills, ridges, and escarpments ------------------------------------------------------ Height of the hill................: 30.00 m Projection of the escarpment......: 150.00 m Height above ground level.........: 10.00 m S1 factor at B.................: 1.32 S1 factor at x.................: 1.32 Escarpment angle...............: 11.31 ° ------------------------------------------------
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