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579ec517-52ef-48c7-93e1-d13e88be52c4 10 4 5 false false 0 decimal

&[DATE] &[TIME] - &[FILENAME]

CALCULATION OF THE ACTION FOR EACH LOAD CASE

//Lifters CFS

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lifters.1 LONG WAVY M20-100 26 25.8 11.5 LONG WAVY M24-100 35.6 32.2 11.6 SHORT WAVY M20-215 2626 20.3 SHORT WAVY M24-270 36 32.2 23.2 44 mat :

lifters lifters.1a 1 el :

F.axial.max lifters.1a 2 el kN * :

F.angled.max lifters.1a 3 el kN * :

F.shear.max lifters.1a 4 el kN * :

Input data

F.G 25 kN * :

weight of panel

q.adh 1.4 :

adhesion coefficeint - brick-table

A 12 kN * :

surface in contact with formwork (m^2)

F.adh A q.adh * : 16800 N *

adhesion force

z 1.16 :

spread coeffcient - 30 degrees

N 4 :

number of lifting points

ψ 1.3 :

dynamic impact factor - mobil crane

Loading cases

Case 1 - demoulding vertically - axial or angled lift

E.1 F.G F.adh + (z * N / : 12122 N *

Case 2 - demoulding by tilting - shear lift

E.2 F.G F.adh + (z * 2 N * / : 6061 N *

Case 3 - Handling vertically - axial or angled lift

E.3 F.G ψ * z * N / : 9425 N *

Case 4 - Tilting with shear lift

E.4 F.G ψ * z * 2 N * / : 4712.5 N *

F.axial.max E.1 > (F.axial.max E.3 > (& Axial E.1 E.3 12 mat max F.axial.max / : Axial Lifters to be changed : if

F.angled.max E.1 > (F.angled.max E.3 > (& Angled E.1 E.3 12 mat max F.angled.max / : Angled Lifters to be changed : if

Lifters type:

F.axial.max #

F.angled.max #

F.shear.max #

F.shear.max E.2 > (F.shear.max E.4 > (& Shear E.2 E.4 12 mat max F.shear.max / : Shear Lifters to be changed : if

Results

Term 1

Term 2

Term 3

Axial #

Angled #

Shear #