•
|
•
|
For a 3D Euler–Bernoulli beam, enter the 4-by-4 matrix. The columns, in order, correspond to the axial force N, torsional moment Mxl, and bending moments Myl and Mzl. The rows, in order, correspond to the axial strain εn, axial twist κxl, and bending curvatures κyl and κzl.
|
•
|
For a 2D Euler–Bernoulli beam, enter the 2-by-2 matrix. The columns, in order, correspond to the axial force N and bending moments Mzl. The rows, in order, correspond to the axial strain εn, and curvature κzl.
|
•
|
For a 3D Timoshenko beam, enter the 6-by-6 matrix. The columns, in order, correspond to the axial force N, shear forces Tyl and Tzl, torsional moment Mxl, and bending moments Myl and Mzl. The rows, in order, correspond to the axial strain εn, shear strains γyl and γzl, axial twist κxl, and bending curvatures κyl and κzl.
|
•
|
For a 2D Timoshenko beam, enter the 3-by-3 matrix. The columns, in order, correspond to the axial force N, shear force Tyl, and bending moment Mzl. The rows, in order, correspond to the axial strain εn, shear strain γyl, and bending curvature κzl.
|