This spreadsheet is an extremely efficient tool and allows to quickly design two way slabs to aci code.
Two way concrete slab design software.
Two way slab design to bs 8110 by reinforced concrete council.
Fast and efficient design of post tensioned beams one way and two way slabs and mat foundations.
Supports up to 25 spans plus a cantilever at either or both ends.
Required reinforcement is displayed in a very.
Post tensioning may be included in both slabs and beams to balance a percentage of the self weight.
Pt designer is extremely easy to use and is intended for both occasional and regular designers of post tensioned concrete floor systems.
Figure 1 two way flat concrete floor system.
Rcsolver is a present day one of the best software program for the configuration of concrete members as indicated by eurocode details.
Before the start of two way slab design slab depth should be determined in addition to specify column strips and middle strips.
Https youtu be x nc7avmh0w design of one way continuous slabs.
Essential spreadsheet for two way slab design.
This method was provided in the american concrete institute aci in 1963 to design two way slabs carried by steel beams deep beam or walls.
Suspended slabs can include flat two way waffle and ribbed framing systems.
The two design procedures shown in aci 318 14.
Free structural spread sheets for beam design slab design column design foundation design and many others designs can be download from this page.
The coefficient method may be the simplest easiest and the quickest approach for the design of two way slab supported by edge beam on all slab sides.
It has numerous abilities including the 3d presentation of concrete.
In this video you can see how to design a two way reinforced concrete slab with rcsolver software program according to eurocode 2 specifications.
Check for slabs.
Column chart generation to bs 8110 by reinforced concrete council.
Two way slab design by direct design method.
Slabs or foundations can be of any shape and can include edges shaped with circular and spline curves.
F beams were used beam relative stiffness between two perpendicular directions must be between 0 2 0 5.