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SUBFRAME ANALYSIS to BS8110:1997
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The general steps for analysing a determinate frame are: Use equilibrium to find all reaction forces. Split the frame into separate members. Any point load or ...

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BENDING AND AXIAL FORCE to BS 8110:1997
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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 linearly in ...

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ELEMENT DESIGN to BS 8110:1997
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he elements of design are the fundamental aspects of any visual design which include shape, color, space, form, line, value, and texture. Graphic designers ...

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Wind Loading Calculations 2
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Wind speed is normally measured by a cup anemometer consisting of three or four cups, conical or hemispherical in shape, mounted symmetrically about ...

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Wind Loading Calculations
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Wind speed is normally measured by a cup anemometer consisting of three or four cups, conical or hemispherical in shape, mounted symmetrically about a ...

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CALCULATING FRICTION AND ANCHOR SET LOSSES IN POST-TENSIONED TENDONS
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The prestress loss due to elastic shortening in pretensioned members is taken as the concrete stress at the centroid of the prestressing steel at transfer, ...

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Liquid Retaining Reinforced Concrete Section to BS 8007& BS 8110
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Liquid retaining structures are to be designed for hydrostatic pressure force, active earth pressure, wind force, seismic force, in addition to self-weight ...

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REINFORCED CONCRETE STAIRCASES to BS 8110:1997
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A stair flight is a The simplest type of staircase consists of an inclined, reinforced concrete slab. It is supported at its ends by beams, and steps are ...

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STAIR FLIGHTS AND LANDINGS to BS 8110:1997
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A stair flight is a run of stairs or steps between landings. A staircase or stairway is one or more flights of stairs leading from one floor to another, and ...

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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 or ...

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