STRUCTURAL / HONG KONG CONCRETE

Hong Kong RC slab design

Rectangular slab strip workbook comparison with practical reinforcement, bending, shear and inspectable source equations.

Design basis must be confirmed

Hong Kong concrete workbook comparison. The beam tab is named Beam(2004) while its heading states 2013; the slab heading states 2013. These source equations have not been verified as a complete current-code implementation. These tools do not establish complete design approval.

Parameter input guide

Set dimensions and cube strength, then enter practical bar counts and diameters or centre-to-centre bar spacing. Use independently checked factored actions. Hover, focus or tap the information controls for units and source assumptions.

Worked source example

A 1,000 × 400 mm strip, 50 mm cover and T16 @ 225 mm provides 893.609 mm²/m. Source M = 102.615 kN·m and V = 127.252 kN give source d = 330 mm and required bending steel 806.188 mm²/m. These benchmark values test the port, not compliance.

Scope and limitations

The source lever-arm and shear-factor expressions contain material issues. Their values are displayed as comparisons and cannot establish a design pass. SLS, global analysis, anchorage, laps, punching, two-way slab behaviour and current-code detailing are not assessed. Do not equate a reinforcement demand ratio with moment capacity utilisation.

Engineering disclaimer

These tools assist engineering calculations and do not replace professional engineering judgement or independent verification. Confirm inputs, units, assumptions, applicable standards and every governing project check with a suitably qualified engineer before safety-critical use. Software and reference workbooks may contain errors or omissions. A disclaimer does not guarantee immunity from legal liability. Read the Terms / Engineering Disclaimer.

calculation provenance

Sources and verification boundaries

Reference workbook: R.C. Slab design.xls, Slab(2013). Exact source cells appear beside each equation. The beam sheet name and 2013 heading conflict. No unverified clause numbers are presented.

Buildings Department concrete code and amendments. Independently confirm the applicable edition and amendments.