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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
------------------------------------------------------- HR-ROUND SECTION - AISC-360-22 Design Compressive Strength ------------------------------------------------------- Bar dimensions and cross-section properties Diameter...........................: 20.00 mm Effective length...................: 650.00 mm Gross area.........................: 3.14 cm² Radius of gyration.................: 0.50 cm Material Yield strength.....................: 25.00 kN/cm² Modulus of elasticity..............: 20000.00 kN/cm² Flexural buckling of member without slender elements Slenderness ratio..................: 130.00 Elastic Buckling stress............: 11.68 kN/cm² Nominal compressive strength.......: 32.0641 kN ------------------------------------------------------- Design compressive strength........: 28.8577 kN ------------------------------------------------------- ------------------------------------------------------- HR-ROUND SECTION - AISC-360-22 Design Compressive Strength ------------------------------------------------------- Bar dimensions and cross-section properties Diameter...........................: 20.00 mm Effective length...................: 650.00 mm Gross area.........................: 3.14 cm² Radius of gyration.................: 0.50 cm Material Yield strength.....................: 25.00 kN/cm² Modulus of elasticity..............: 20000.00 kN/cm² Flexural buckling of member without slender elements Slenderness ratio..................: 130.00 Elastic Buckling stress............: 11.68 kN/cm² Nominal compressive strength.......: 32.0641 kN ------------------------------------------------------- Design compressive strength........: 28.8577 kN -------------------------------------------------------
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