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Bending Design of RC Tee Section
According to Eurocode: EN 1992-1-1

tbeam-bending.png

Design bending moment - MEd = kN·m

Cross section dimensions

Web - bw = mm, hw = mm

Flange - bf = mm, hf = mm

Concrete cover to the center of reinforcement - d1 = mm

Material properties

[EN 1992-1-1, Table 3.1]

Concrete

Characteristic compressive cylinder strength - fck = MPa

Partial safety factor for concrete - γc = 1.5 , αcc =

Steel

Characteristic yield strength - fyk = MPa

Limit compression zone depth - ξlim =

(enter ξyd for elastic or 0.45 for plastic analysis)


Substitute