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Slab Panel with Restrained Longer Edges
According to Eurocode: EN 1992-1-1

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Dimensions

Clear spans (lx < ly)

lx_cl = m, ly_cl = m

Beam width along x - by = cm

Beam width along y - bx = cm

Slab thickness - h = cm

Concrete cover - c = cm

Design spans lengths and edge moments in adjacent panels

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Parallel to x -

lx1 = m;

MEd_xt1_ = kN·m/m

lx2 = m;

MEd_xt2_ = kN·m/m

(in absence of contiguous span - l = 0)

Loads

Characteristic uniform loads

Self weight - gsw = 0.25·h kN/m²

Permanent - gk = kN/m²

Variable - qk = kN/m²

Partial safety factor - γG = 1.35 ; γQ = 1.5

Material properties

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

Characteristic compressive cylinder strength - fck = MPa

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

Steel

Characteristic yield strength - fyk = MPa

Bar diameters

- Bottom parallel to x - dbxb = mm, parallel to y - dbyb = mm

- Top parallel to x - dbxt = mm


Substitute