PLPAK in practice
The PLPAK has been used in numerous applications in the analysis and design of building slabs and foundations. The PLPAK proved to be an effecient solution that can be used by structural engineers to produce accurate and comprehensive design documents in competetive time.
The BE4E has an expert consultancy team lead by Prof. Mehanny; this team has a very wide experience in the structural engineering applications. The BE4E Services team may be contacted at services@be4e.com.
This page demonstrates some projects that have been designed using the PLPAK.
Project 4 (High-rise building)
Project 6 (High-rise building)
Project 7 (High-rise building)
Project 8 (High-rise building)
Area:2270 m2
Hospital floor plan in the PLGen
Hospital floor plan in 3D View
Boundary element model of floor.
Slab bending moment results
Area:1200 m2
Raft plan in PLGen
Raft in 3D View
Boundary element model of raft.
Raft bending moment results
Area:1500 m2
Silo foundation in PLGen
Silo foundation in 3D view
Silo foundation bending moment results
Silo foundation bending deflection results
Project 4 (High-rise building)
Area:2400 m2
Floor plan in PLGen
Floor plan in 3D View
Boundary element model of the slab.
Floor bending moment results
Area:1200 m2
Tank foundation in PLGen
Tank foundation in 3D View
Boundary element model of tank foundation
Tank foundation bending moment results
Project 6 (High-rise building)
Area:1600 m2
Floor model in PLGen
Boundary element model of floor.
3D view of the floor.
Bending moment contour.
Deflection contour.
Bending moment along vertical strips.
Project 7 (High-rise building)
Area: 8000 m2
Floor model in PLGen.
3D view of the floor.
Boundary element model of the floor.
Bending moment contour results.
Project 8 (High-rise building)
Area:3300 m2
