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TS 500 beam flexural reinforcement

Singly-reinforced rectangular section: required tension steel As for a design moment Md, with the compression block depth and minimum-steel check.

Inputs

Design moment MdkN·m

Width bmm

Effective depth dmm

fckMPa

fykMPa

Results

fcd / fyd [MPa]—

Block depth a [mm]—

As,min [mm²]—

Required As [mm²]—

Citations

§6.2.5fcd = fck/1.5, fyd = fyk/1.15, fctk = 0.35·√fck.

§7.1Md = 0.85·fcd·b·a·(d−a/2); As·fyd = 0.85·fcd·b·a.

VERIFYReproduces the ideCAD worked example: Md=165 kNm, C30/S420 → a=95.42 mm, As=1022 mm².

Engine: rc-tr.js v0.1.0 · Code pack: TR-TS500-2000-RC.v1 · Date:

Beam shear tool

Preliminary calculation tool. Results are for preliminary sizing and cross-check only. Final design, sealed responsibility, and permit submissions require the full official text of the referenced regulations and the review of a licensed engineer.