Library       Calculate


Demo version!!!
This worksheet requires subscription. You can calculate, but you cannot change the input. To unlock all features you have to register and log into your account. Sign up now and get free access to all worksheets for 10 days.

Restrained Slab Panel with Unrestrained Shorter Edge
According to Eurocode: EN 1992-1-1

fsff-span-cl.png

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

fsff-span.png

Parallel to x -

lx1 = m;

MEd_xt1_ = kN·m/m

lx2 = m;

MEd_xt2_ = kN·m/m

Parallel to y -

ly1 = m;

MEd_yt1_ = 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

Concrete   [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, parallel to y - dbyt = mm

 


Substitute