Page 1360 - سابقة أعمال ايجي ريفيت السكني

8.2 - Columns and walls

Columns are designed to support vertical loads and the induced lateral forces and

moments, where required, from the wind load or earthquake design (if the column
forms a part of a frame).

Dimensions are chosen, in full coordination with the architect, in order to suit both
the structural requirements (in view of the proposed concrete strength and the

slenderness effect) and the architectural layout and general arrangement.

Shear walls are considered mainly around elevators to withstand the lateral forces

effects (wind or earthquake loads) induced directly on the building, as well as the

vertical loads.

8.3 - Floor slabs

Depending on spans dimension between supports, floor slabs are designed as one

way joists & solid slabs with required thicknesses satisfying the deflection and

serviceability criteria as per the code.

8.4 - General considerations

• All structural elements design concept are based on the most economical,
Functional, safety requirements and practical considerations.

• To satisfy the stability of the building and the code serviceability

requirements.