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Spreadsheets for RC Design to BS 8110 and EC2 2

Spreadsheets for RC Design to BS 8110 and EC2

SPREADSHEETS FOR CONCRETE DESIGN TO BS 8110 and EC2 User Guide to Excel spreadsheet files for contemporary reinforced concrete design to BS 8110: Part 1, 1997 and EC2 (ENV 1992) with commentary C H Goodchild BSc, CEng, MCIOB, MIStructE R M Webster CEng, FIStructE NB This version of the User Guide may have been superseded

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BENDING AND AXIAL FORCE to BS 8110:1997 4

BENDING AND AXIAL FORCE to BS 8110:1997

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 the positive direction causing a change in its dimension. Axial–Flexual Response of Cross-Sections The actual bending in a flexural member is about a single axis, defined earlier

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CALCULATING FRICTION AND ANCHOR SET LOSSES IN POST-TENSIONED TENDONS 8

CALCULATING FRICTION AND ANCHOR SET LOSSES IN POST-TENSIONED TENDONS

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, f cgp, multiplied by the ratio of the modulus of elasticities of the prestressing steel and the concrete at transfer.

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Liquid Retaining Reinforced Concrete Section to BS 8007& BS 8110 9

Liquid Retaining Reinforced Concrete Section to BS 8007& BS 8110

Liquid retaining structures are to be designed for hydrostatic pressure force, active earth pressure, wind force, seismic force, in addition to self-weight and imposed load. Being more vulnerable to corrosion problem, they have stringent requirements against serviceability limit state of crack.

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STAIR FLIGHTS AND LANDINGS to BS 8110:1997 11

STAIR FLIGHTS AND LANDINGS to BS 8110:1997

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 includes landings, newel posts, handrails, balustrades and additional parts. Flight. It is a continuous series of steps in one direction,, separated by horizontal platforms or winders. Landing.

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RIBBED SLABS to BS 8110:1997 (Analysis & Design) 14

RIBBED SLABS to BS 8110:1997 (Analysis & Design)

A Ribbed Slab gives considerable extra strength in one direction while a waffle slab gives added strength in both directions. And this is possible only in monolithically cast concrete which is the two-way grid of beams. In comparison to the solid slab, the span limits of ribbed slabs are considerably longer.

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RIBBED SLAB DESIGN to BS 8110:1997 using table 3.12 coefficients 15

RIBBED SLAB DESIGN to BS 8110:1997 using table 3.12 coefficients

A Ribbed Slab gives considerable extra strength in one direction while a waffle slab gives added strength in both directions. And this is possible only in monolithically cast concrete which is the two-way grid of beams. In comparison to the solid slab, the span limits of ribbed slabs are considerably longer.

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PROPERTIES OF SECTION DESCRIBED BY NODES COORDINATES 16

PROPERTIES OF SECTION DESCRIBED BY NODES COORDINATES

Section properties involve the mathematical properties of structural shapes. They are of great use in structural analysis and design. Note that these properties have nothing to do with the strength of the material, but are based solely on the shape of the section. It explains why some shapes are more efficient at supporting loads than others. These

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PAD FOUNDATION DESIGN to BS 81101997 18

PAD FOUNDATION DESIGN to BS 81101997

Pad foundations are a form of spread foundation formed by rectangular, square, or sometimes circular concrete ‘pads’ that support localized single-point loads such as structural columns, groups of columns or framed structures. … Pad foundations can also be used to support ground beams. Pad foundations are used to support an individual point load such as that due

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