Civil MDC

Excel Spreadsheets Engineering

AXIAL COLUMN SHORTENING to EN 1992-1 : 2003 3

AXIAL COLUMN SHORTENING to EN 1992-1 : 2003

AXIAL COLUMN SHORTENING In tall buildings, columns carry huge loads which effectively compress the column along its axis. This is commonly known as ‘axial shortening’. The axial column displacements generate significant forces within the structural elements they support, and can also cause failure of surrounding non-structural elements.

AXIAL COLUMN SHORTENING to EN 1992-1 : 2003 Read More »

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 etc. 4

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 etc.

A basement wall is thus one kind of retaining wall. But the term usually refers to a cantilever retaining wall, which is a freestanding structure without lateral support at its top. These are cantilevered from a footing and rise above the grade on one side to retain a higher level grade on the opposite side.

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 etc. Read More »

Spreadsheets for RC Design to BS 8110 and EC2 10

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C H Goodchild BSc, CEng, MCIOB, MIStructE R M Webster CEng, FIStructE NB This version of the User Guide may have been superseded

Spreadsheets for RC Design to BS 8110 and EC2 Read More »

BENDING AND AXIAL FORCE to BS 8110:1997 12

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

BENDING AND AXIAL FORCE to BS 8110:1997 Read More »

CALCULATING FRICTION AND ANCHOR SET LOSSES IN POST-TENSIONED TENDONS 16

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.

CALCULATING FRICTION AND ANCHOR SET LOSSES IN POST-TENSIONED TENDONS Read More »

Liquid Retaining Reinforced Concrete Section to BS 8007& BS 8110 17

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.

Liquid Retaining Reinforced Concrete Section to BS 8007& BS 8110 Read More »

STAIR FLIGHTS AND LANDINGS to BS 8110:1997 19

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.

STAIR FLIGHTS AND LANDINGS to BS 8110:1997 Read More »

Scroll to Top