Home
About
Professional
——
<
English
Portuguese >
TRAMETOOLS
HR-ROUND SECTION - Design Compressive Strength - AISC-360-22
Help
Example of design
Diameter (mm)
Effective Length (mm)
Yield Stress of Steel (MPa)
Calculate
Results
db = 2 lf = 120 fya = 25 Ea = 20000 Ag = 3.1416 r = 0.5000 lambda = 240 Fe = 3.4269 lp = 133.22 Fn = 0 Pn = 0 Pd = 0 NOTICES --------- The slenderness ratio is greater than 200. ------------------------------------------------------- HR-ROUND SECTION - AISC-360-22 Design Compressive Strength ------------------------------------------------------- Bar dimensions and cross-section properties Diameter...........................: 20.00 mm Effective length...................: 1200.00 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..................: 240.00 Elastic Buckling stress............: 3.43 kN/cm² Nominal compressive strength.......: 0.0000 kN ------------------------------------------------------- Design compressive strength........: 0.0000 kN ------------------------------------------------------- NOTICES --------- The slenderness ratio is greater than 200. db = 2 lf = 120 fya = 25 Ea = 20000 Ag = 3.1416 r = 0.5000 lambda = 240 Fe = 3.4269 lp = 133.22 Fn = 0 Pn = 0 Pd = 0 NOTICES --------- The slenderness ratio is greater than 200. ------------------------------------------------------- HR-ROUND SECTION - AISC-360-22 Design Compressive Strength ------------------------------------------------------- Bar dimensions and cross-section properties Diameter...........................: 20.00 mm Effective length...................: 1200.00 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..................: 240.00 Elastic Buckling stress............: 3.43 kN/cm² Nominal compressive strength.......: 0.0000 kN ------------------------------------------------------- Design compressive strength........: 0.0000 kN ------------------------------------------------------- NOTICES --------- The slenderness ratio is greater than 200.
