Console ramp , special element ISOKORB

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: / 2Date: 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

slab-slab

300

120ky = 1,600

240

300

7,50kN/m

1,00kN/m

10,00kN/m

m =

0,5

0kN

m/m

r = 1

,00k

N/m

Rectangular balcony

1 1 1 1

3,520

1,60

0

0,010 0,010

1 3,5x KXT50-CV35-V8-H250

The results of the software only refer to the calculation of the Schck Isokorb. The complete situation must be checked by the user on plausibility!

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%)