3 Fixed ends 6.35 0 to 7.95 425 - - member 3.76 increment imperfection Hinged ends 0.795 4.76 Fixed ends 3.76 (L/1000) 5.01 (L/750) Hinged ends 4.76 (L/1000) 6.35 (L/750) 4 Fixed ends 6.35 3.18 85 to 850 - - load factor 3.76 increment 85 Hinged ends 4.76 5 Hinged ends 6.35 3.18 425 0 to 80 - load eccentricity 4.76 1.5*425 Increment 10 6 Fixed ends 6.35 3.18 425 - 0.004 to 0.14 axial restraint 3.76 increment 0.008 *: based on measurement of [19].
3 Fixed ends 3.76 Hinged ends 4.76 6.35 0 to 7.95 increment 0.795 Fixed ends 3.76 (L/1000) 5.01 (L/750) Hinged ends 4.76 (L/1000) 6.35 (L/750) 425 - - member imperfection 4 Fixed ends 3.76 Hinged ends 4.76 6.35 3.18 85 to 850 increment 85 - - load factor 5 Hinged ends 4.76 6.35 3.18 425 1.5*425 0 to 80 Increment 10 - load eccentricity 6 Fixed ends 3.76 6.35 3.18 425 - 0.004 to 0.14 increment 0.008 axial restraint *: based on measurement of [19].
with_chrys_columns.docx