Static scheme

type =  

Cantilever with concentrated load Cantilever with uniformly distributed load Simply supported with concentrated load Simply supported beam with uniformly distributed load

Beam length - L =   m

Exposure class:

w_max =  

X0 or XC1 XC2, XC3, XC4, XD1, XD2, XS2 or XS3

Bending moments

Characteristic combination (g + q) - M_k =   kNm

Quasi-permanent combination (g + ψ₂q) - M_qp =   kNm

Cross section dimensions

Width - b =   mm, Height - h =   mm

Concrete cover - c =   mm (to bars surface)

Tension reinforcement

Bar count - n₁ =   with diameter - Φ₁ =   mm

Concrete cover to the center of reinforcement - d₁ =   mm

Spacing between bar centers - s =   mm

Compression reinforcement

Bar count - n₂ =   with diameter - Φ₂ =   mm

Concrete cover to the center of reinforcement - d₂ =   mm

Material properties

Concrete [EN 1992-1-1, Table 3.1]

Characteristic compressive cylinder strength - f_ck =   MPa

Steel

Characteristic yield strength - f_yk =   MPa

Concrete creep and shrinkage

[EN 1992-1-1 B.1(1)]

Creep

Relative humidity of the environment - RH =   %