- Shear Stress Shear Modulus 3 03 6 07 9 08 12 02 15 15 18 14 21 05 Microstrain Strain Displacement Torque 167 0 000167 6 1 (14.98 KiB) Viewed 19 times
- Shear Stress Shear Modulus 3 03 6 07 9 08 12 02 15 15 18 14 21 05 Microstrain Strain Displacement Torque 167 0 000167 6 2 (40.01 KiB) Viewed 19 times
excel table above for a thin-walled rectangular open section.
i have attached some supporting material which may be of
use.
shear stress shear modulus 3.03 6.07 9.08 12.02 15.15 18.14 21.05 microstrain strain displacement torque 167 0.000167 6.43 312 0.000312 9.98 450 0.00045 12.95 579 0.000579 15.37 710 0.00071 17.44 837 0.000837 19.38 957 0.000957 21.18 1086 0.001086 23.05 1017 0.001017 22.21 906 0.000906 20.77 788 0.000788 18.87 629 0.000629 16.77 485 0.000485 14.57 340 0.00034 11.94 171 0.000171 8.53 24.14 21.18 18.15 15.02 12.02 9.06 6.08 3.03
Thin Walled Open Sections • Open sections which are thin compared with other dimensions can be considered as a collection of rectangular sections. Equation (3.2) is modified as follows: т ΣΚ,db • and for d/b>10 o T L G{k,db (3.5) 3T Σdh ө 3T L GXdb (3.6) Here, = max averaged value
Ꮟ 1 1.5 1.75 2 2.5 3 4 4 6 | s | 10 8 k, 0.208 0.231 0.239 0.246 0.258 0.267 0.282 0.299 0.307 0.313 0.333 , k0.141 0.1960.214 0.229 0.249 0.263 0.281 0.299 0.307 0.313 0.333