« Deformations-Stresses Analysis of slab »

 

Frame model

In order to understand the concepts of the static and seismic behavior of the buildings, a single-storey structure is examined. The structure consists of two frames (each frame consists of two columns connected to one beam) and a slab. Foundations are not taken into account, while columns are considered fully restrained (fixed) at their base.


Figure 3.3.1-1: Woodwork plan Figure 3.3.1-2: Section A-A
Figure 3.3.1-1: Woodwork plan Figure 3.3.1-2: Section A-A

The structure consists of four columns, two beams and a slab (project B_331) [*]NoteNoteThe educational version of the related software runs the project <b_331>.


Figure 3.3.1-3: The structure in space
Figure 3.3.1-3: The structure in space

Τhe load of the slab covering is ge=1.00 kN/m2.

Τhe imposed (live) load on the slab is q=5.00 kN/m2.

The additional linear load on each is gw=20.00 kN/m.


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