Page 7 - Constructor 50 mm Racking
P. 7
Software calculated detail design check for each individual Projects
CR18 Wednesday, June 23, 2021
concrete pressure
project: ABC Company
EN 1993-1-8
(principle-sketch) 50 mm Pitch Pallet Racking
f
c t y
3 f M0
jd
f i f cd
jd
2 2kN/cm 2
f 0.85
jd
3 1.5
f 0.756kN/cm 2
jd
type of upright: CR18 P90/200
type of baseplate: P90 standard baseplate
floor type: Concrete C20/25
effective area of the base plate: A eff 78.88 [cm²]
N
characteristically concrete pressure: f k
k
A eff
max. load taken from load case: / user load CA
max. characteristically upright load: N 73.98 [kN]
k
max. characteristically concrete pressure: f k 0.94 [kN/cm²]
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rptGroundPressure Calculation: 6/23/2021 1:05:40 PM -36-