noratetoobig
Structural
- Jul 7, 2010
- 18
I have recently created a 3D stiffness analysis worksheet in Mathcad (It includes member end releases, member rotations includes 3d manipulative graphics display which also shows moments and shears for selected members) and has been checked with Staad pro output. The results from the Mathcad worksheet are near identical, if not exactly the same as the Staad output (generally any differences are attributable to round off with respect to member properties - Staad appears to sometimes produce slightly differing results depending on what method is used to extract properties data for input in the worksheet). For comparable results, the SET SHEAR command must be invoked in Staad since the worksheet doesn't include shear deformations which are gen negligible. The biggest challenge was getting the 3D graphics to work without plotting interconnecting joint members that don't exist. this was solved by plotting each member as a row of points, the density of which can be adjusted. the program works for structure up to about 1000 members and 500 joints.
Anyway, I attach a copy if anyone wants to test it out.
The attached file has internal structure database input by the user, which can take some space(matrices), however, for larger structures I have reworked the program to read from an excel file which can be uploaded if anyone prefers that way of input.
Anyway, I attach a copy if anyone wants to test it out.
The attached file has internal structure database input by the user, which can take some space(matrices), however, for larger structures I have reworked the program to read from an excel file which can be uploaded if anyone prefers that way of input.