Project: 13-06_Marquardt, MazedonienComment: -/-Project no.:
4586912
Page/Sheet: / 1Date: 06.11.2014Item: Balcony / Ramp
Version: AWT 1.8.0.1
Dipl.-Ing. (FH) Jernej Standeker +43 (0) 1 7865760 - 45Schck
Bauteile Ges.m.b.H Wien
Schck Isokorb design software
Product Schck Isokorb Isokorb database EC2-HRMain standard
EC2-HR Database version 13.94
Comment -/-Regulation 1Regulation 2 nostrifikacija SMAGRA
Materialsmin. concrete grade C25/30Reinforcing steel BSt500
Char. load valuesDead load g1,k = 7,50 kN/m 1,35Finishes g2,k =
1,00 kN/m 1,35Live load q,k = 10,00 kN/m 1,50Edge load r,k = 1,00
kN/m 1,35Edge load, perimeter yesEdge moment mr,k = 0,50 kNm/m
1,50Line load v,k = 0,00 kN/m 1,35
Geometry of the balcony slabBalcony type Rectangular
balconyLength (X) lx = 3,52 mCantilever (Y) ky = 1,60 mSlab
thickness h = 300 mmOverhang left ul = 0,01 mOverhang right ur =
0,01 m
General product dataConcrete cover CV = 30 mmInsulation
thickness D = 120 mmIsokorb height H = 250 mmIsokorb,
forward-spaced yesFire protection noIsokorb, KF type no
Table 1: Connection datastep Slab Wall
Section Axis Type Length up/down thickness thickness Supportm mm
mm mm
1 X slab-slab 3,50 0 240 300 automatic
Table 2: Results min. min. max. max. max. max. min. min.Section
Isokorb n M Ed M Rd V Ed V Rd M Ed M Rd V Ed V Rd *No. ID units kNm
kNm kN kN kNm kNm kN kN mm1 KXT50-CV35-V8-H250 3,50 -43,2
73%-59,5 46,6
75%62,7 0,0 0,0 0,0 0,0 ~ 4
= 0,1250W/K*m
For on-site additional reinforcement, see technical
information.*The value takes into account only the deformation of
the Schck Isokorb
The design value for load Ved must be limited to 0.3 Vrdmax
VRd,max has to be determined according to norm ().
Project: 13-06_Marquardt, MazedonienComment: -/-Project no.:
4586912
Page/Sheet: / 3Date: 06.11.2014Item: Balcony / Ramp
Version: AWT 1.8.0.1
Dipl.-Ing. (FH) Jernej Standeker +43 (0) 1 7865760 - 45Schck
Bauteile Ges.m.b.H Wien
40,2
43,1
0,00 0,2543
,1
44,8
0,25 0,50
44,8
45,7
0,50 0,75
45,7
46,3
0,75 1,00
46,3
46,5
1,00 1,25
46,5
46,6
1,25 1,50
46,6
46,6
1,50 1,75
46,6
46,6
1,75 2,00
46,6
46,5
2,00 2,25
46,5
46,3
2,25 2,50
46,3
45,7
2,50 2,75
45,7
44,8
2,75 3,00
44,8
43,1
3,00 3,25
43,1 40
,2
3,25 3,50
-42,
5
-42,
7
0,00 0,25
-42,
7
-42,
9
0,25 0,50
-42,
9
-43,
0
0,50 0,75
-43,
0
-43,
1
0,75 1,00
-43,
1
-43,
1
1,00 1,25
-43,
1
-43,
1
1,25 1,50
-43,
1
-43,
2
1,50 1,75
-43,
2
-43,
1
1,75 2,00
-43,
1
-43,
1
2,00 2,25
-43,
1
-43,
1
2,25 2,50
-43,
1
-43,
0
2,50 2,75
-43,
0
-42,
9
2,75 3,00
-42,
9
-42,
7
3,00 3,25
-42,
7
-42,
5
3,25 3,50
vEd : max = 46,6 kN/m; min = 40,2 kN/m
mEd : max = -42,5 kNm/m; min = -43,2 kNm/m
1
1000
1
1000
1
500
1
1000
1 3,5x KXT50-CV35-V8-H250 mRd = -59,5 kNm/m (73%); vRd = +62,7
kN/m (75%)
