Reference problem ===================== Geometry --------- Straight beam of length :math:`L`, direction :math:`x`. Dimensions are in meters, :math:`\text{[m]}`. .. image:: images/100007FA000069D5000013D80209CAE30E6DE287.svg :width: 381 :height: 71 .. _RefImage_100007FA000069D5000013D80209CAE30E6DE287.svg: Three different types of cross sections are calculated simultaneously: .. _1300536599: .. _1300536838: .. _1300536963: .. _1300536987: .. _1300537036: +--------------------------------+-------------------------------------------------------------------------------------------------------------------+ |1 rectangular section | | + + .. image:: images/Shape1.gif + | | | + + + | | | +--------------------------------+-------------------------------------------------------------------------------------------------------------------+ | | | +--------------------------------+-------------------------------------------------------------------------------------------------------------------+ |1 angle section with equal wings| | + + .. image:: images/1000000000000128000000690B28797E35646899.png + | | :width: 296 | + + :height: 104 + | | | + + + | | | +--------------------------------+-------------------------------------------------------------------------------------------------------------------+ | | | +--------------------------------+-------------------------------------------------------------------------------------------------------------------+ |1 circular section | | + + .. image:: images/Shape2.gif + | | | + + + | | | +--------------------------------+-------------------------------------------------------------------------------------------------------------------+ Material properties ----------------------- Young's module: :math:`E\mathrm{=}2.{10}^{11}\mathit{Pa}` Poisson's ratio: :math:`\nu \mathrm{=}0.3` Boundary conditions and loads ------------------------------------- Recessed case-free, unit loads at the end ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ The length of the beam is :math:`L=2m`. Embedding in :math:`O`. Six unit loads in :math:`B`: .. csv-table:: ":math:`\mathrm{Fx}=1` "," :math:`\mathrm{Mx}=1`" ":math:`\mathrm{Fy}=1` "," :math:`\mathrm{My}=1`" ":math:`\mathrm{Fz}=1` "," :math:`\mathrm{Mz}=1`" Combined flexure plus traction loading: :math:`\mathrm{Fx}=1`; :math:`\mathrm{My}=1`; :math:`\mathrm{Mz}=1`; A load combined with shear forces plus twisting: :math:`\mathrm{Fy}=1` :math:`\mathrm{Fz}=1` :math:`\mathrm{Mx}=1`. Simple support cases, unit loads at the end ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ The length of the beam is :math:`L=6m`. A linear distributed load: :math:`\mathit{Fy}=1000\mathrm{.}x` circular section, with radius :math:`0.1m` (F, G, H, I models) (with simple support in :math:`O` and :math:`B` in this case). Notation of cross-sectional characteristics -------------------------------------------------------- The geometric characteristics of the cross sections are noted: .. csv-table:: ":math:`A` ", "area of the section" ":math:`{I}_{y},{I}_{z}` ", "geometric moments of inertia with respect to the main axes of inertia of the section" ":math:`\mathrm{JX}` ", "torsional constant" ":math:`\mathrm{ay},\mathrm{az}` ", "shear coefficients in the :math:`\mathit{Gy}` and :math:`\mathit{Gz}` directions" ":math:`{A}_{y}^{\text{'}}=\frac{A}{\mathrm{ay}}` and :math:`{A}_{z}^{\text{'}}=\frac{A}{\mathrm{az}}` ", "reduced areas equivalent to the shear force" ":math:`{e}_{y},{e}_{z}` ", "eccentricity of the center of torsion" ":math:`\mathrm{JG}` ", "warping constant"