The case of generic load bearing walls and concrete block walls.
The crown beam is also designed for all types of walls as is the intermediate beam at floor level in Additionally, it is possible to obtain a report of the checks that are carried out in the analysis on this reinforcement and can be viewed on screen or printed out. The program calculates the necessary additional reinforcement of the openings in the reinforced concrete walls (lintel, guardrail, lateral and diagonal) and the lintel reinforcement when The gaps are introduced in concrete block walls. Walls may or may not have lateral pressures and may be reinforced concrete, generic load bearing or concrete block walls with or without reinforcement (the dimensions of the blocks are introduced by the user or from manufacturer catalogues such as NORMABLOC National Association of Concrete Blocks and Masonry Manufacturers). Shear walls can be rectangular or adopt on plan any shape made up of rectangles. The program allows for reinforced concrete columns, steel columns and composite steel and concrete columns. More information can be found on the Concrete beams webpage. The floor beams may be reinforced concrete, steel (normal or castellated), mixed and timber. The deflection is calculated in all cases.Īdditionally, it allows for flat and solid slabs, waffle slabs, hollow core slabs, and composite slabs (steel deck) to be used. Joist floor slabs can be composed of concrete (generic), precast reinforcement, precast prestressed, in situ, steel (T and double T sections), truss joists and timber.
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