List of Contributions

To support a load shall be given any number of columns, the dead load of which may cause foundation settlement if the subsoil is not having enough bearing capacity. At a sloppy ground height of columns is more compared to the opposite side and the dead load of the extra height making problem. Simple ...

Frame structure is more strengthening but cost high, now a days since the walls are of big blocks bonding efficiency less so frame structure is recommended. For the framed structure alignment of columns and beams is a skilled job to take torsion some eccentricity is needed. A balanced load bearing structure ...

Dear Rizwan, It's interesting and scope for research, is Geo technical engineering, observations of actual foundation software skills nothing to do here field soil testing must be familiar, type of soil by visual examination is a skill. How to apply equal forces from all sides to a soil specimen, ...

It's double height first 7m.RCC. 2×5 bays additional 2bays capstan First floor. height 3.5 m. Beams and slab and shear walls at the two ends, 12 storied portion 2×5 bays and the two ends spans. ------------------------------ Alex Thomas R.Eng, C.Eng, M.ASCE Senior Site Engineer Geo Structurals ...

Currently I'm studying about the project 12 storied building there's double height and large cutouts, two span flats slab structure is proposed having 9.73 metres bays inorder to accommodate cutouts. It's function of laboratory for research. I want to know if the design is structurally Stable ...