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RIBBED SLABS to EN 1992-1: 2004
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A Ribbed Slab gives considerable extra strength in one direction while a waffle slab gives added strength in both directions. And this is possible ...

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RIGOROUS ONE-WAY SOLID RC SLAB DESIGN to EN 1992-1 : 2004
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The one-way slab is a slab, which is supported by parallel walls or beams, and whose length to breadth ratio is equal to or greater than two and it bends ...

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ONE-WAY SOLID RC SLAB DESIGN to EN 1992-1: 2004
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The one-way slab is a slab, which is supported by parallel walls or beams, and whose length to breadth ratio is equal to or greater than two and it bends ...

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SUBFRAME ANALYSIS to EN 1992-1 : 2004
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SUBFRAME ANALYSIS The general steps for analysing a determinate frame are: Use equilibrium to find all reaction forces. Split the frame into separate ...

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RESISTANCE of AXIALY LOADED WALLS/SLABS to BSEN 1992-1 & 3
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The axial resistivity, Ri, is a measure of the Ohmic resistance of the intracellular medium of a neuronal process (e.g., axon or dendrite). Ri is defined as ...

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FLEXURAL CRACK WIDTH CALCULATION to BS EN 1992-1 : 2004
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Introduction. Crack width calculation is one of the serviceability requirements in the structural concrete elements. ... The crack width of a flexural member ...

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PUNCHING SHEAR to BS EN 1992-1: 2004
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Punching shear is a phenomenon where a concentrated force on a slab causes a shear failure cone that "punches" through. Punching shear calculations require a ...

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BENDING AND AXIAL FORCE to EN 1992-1 : 2003
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Axial tension force can be defined as the force acting on a body in its axial direction. It's a pulling force that will cause the body to elongate ...

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CONTINUOUS CONCRETE BEAM DESIGN to BS 8110:2005 Table 3.5
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CONTINUOUS CONCRETE BEAM are structural elements that support loads applied transversely to the beam axis, which produce a combination of shear and bending ...

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2-WAY SPANNING INSITU CONCRETE SLABS to BS 8110:1997 (Table 3.14)
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The two-way slab is a slab which is generally supported on all sides of walls or beams, and whose length to breadth ratio is less than two and it twists ...

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