Beam under 0.2kip/in on half span
This is 120in long beam of W6X15 section size with simply supported boundary conditions. It is modelled into 1 element (or 2 elements or 4) using Microstruct, STAAD Pro and SAP2000. The beam is subjected to 0.2kip/in uniformly distributed load for half span. The result is listed below
- Beam Size: W6X15
- E = 30000 ksi
- Iz = 29.1 in4 (strong axis)
- Iy = 9.32 in4 (week axis)
- Ix = 0.093 in4