2. Belje Winery
The Belje Winery project involved an 8 month
process comprising structural design, detail design,
workshop documentation and execution which were
all done in a continuous work flow. We were asked to
take over an existing design in progress and reduce
steel construction costs without exceeding the deadline,
to ensure the vintage and large impending harvest of
grapes would not be wasted.
At the point we were introduced to the project,
the building contractor was already preparing the site,
hence precise coordination was essential for the success
of the project.
A complete revamp of the original design
resulted in an alternative approach to construction
that helped the contractor fabricate and erect the
construction quickly and with ease. It was thanks to our
expertise in cutting edge structural steel software that
we were able to coordinate, develop and send detailed
designs including 690 (of a total of 2760) corresponding
workshop drawings to the steel fabricator within 3 weeks
of beginning the project.
The greatest challenge was to maintain worker
efficiency on site while resolving structural
and architectural issues.
T +385 (0)1 466 4000 www.nosivestrukture.hr

3. Reception Pavillion
20.6 × 10.6m; 5.3m height
Steel/composite structure
Foot Bridge
Two spans 32.1+ 6.2m; width 3m
Steel structure
At the opening ceremony the bridge
supported over 350 people who were
queueing to go into the main building
Main Building
Plan layout 55 × 153m with heights
ranging from 10.8 – 18.3m
Dilatation 1
23 + 32m two-bay frames with
heights 12.7–17.6m
Truss height 2.1m
10m frames raster
Roof girder
Trusses 2m high at 5m raster
Steel/composite structure
Dilatation 2
2 × 27.5m two-bay frames
Heights 10.2 – 12.7m
Truss height 2m

4. Karanac Farm Complex:
Roof Design
We created a detailed structural design of
a steel roof Truss, including workshop documentation and
production supervision for the Karanac Farm Complex.
The simple yet efficient roof design was requested by
the client in order to improve on the existing timber roofs
the client had throughout his site. To date, the complex is
still expanding and incorporating the same Truss design
across all new developments.
T +385 (0)1 466 4000 www.nosivestrukture.hr

6. Power Plant Exhaust
T+385(0)14664000 www.nosivestrukture.hr
7
-0.500
0.000
0.300
1.00
2.000
3.300
6.300
3.713
8.300
10.300
12.300
15.300
18.300
19.133
21.300
24.300
25.000
27.300
30.300
0.300
6.300
2.000
3.300
6.300
3.7133.713
0.000
2.000
0.300
-0.500
6.300
0.000
0.300
2.000
3.713
3.300
1.00
0.000
1.00
-0.500
1.00
3.300
-0.500
1 3 5
D=4794
Gas PathGas Path
4998
DETJ
JJ
FlangeL200*100*10
G
16162.5
14029
2661.1
H
F
E
D
B
C
A
DETC
Insulation
4200
FlangePL10*150
FlangePL10*150
4829
cc
bb
aa
2752
5504
5520
Foundation
C20/25
DETF
Insulation
3162.5
T.O.C.+0.300
B.O.S.+0.330
2133.5
2133.6
2752
8
Transition piece
DETF
Insulation
DETD
Insulation
8
FlangePL15*113
DETG
Insulation
DETE
Insulation
3200
4000 2538.9
30°
Silencer Duct
1736 289
Transition piece
Drainage
Manhole
FlangePL10*150
FlangePL10*150
DETE
Insulation
DETG
Insulation
DETD
Insulation
T.O.G.+8.800
FlangePL10*150
FlangeL150*100*10
FlangePL10*150
T.O.G.+16.000
T.O.G.+25.000
100Inside
Insulation
Inside
Insulation
2
DETH
Field joint
DETH
Field jointAircraft Warning Lights
8
B.O.S.+0.340
T.O.C.+0.300
Foundation
C20/25
Manhole
DETH
Field joint
DETB
Insulation
DETA
Insulation
2 100 Inside
Insulation
Inside
Insulation
Monitoring Ports231
1300SamplePortSamplePort
1500EPATestPortEPATestPort
1700OpacityPortOpacityPort1
3
2
8
77
A
C
E
Aircraft Warning Lights
2507
2750
PL2990*8
90°
270°
0°180°
10°
Grating 30 mm
Aircraft Warning Lights
Grating 30 mm
440770
Aircraft Warning Lights
Aircraft Warning Lights

7. This was one of our most complex steel detailing
models.The construction detailing was made for our client
in Germany and the construction itself was erected at
3 different sites in Saudi Arabia. The construction was
produced multiple times for each location as new elements
of existing gas power plants.It consisted of 2 main parts–
an exhaust stack and silencer duct.The projects greatest
challenge was the need for very precise detailing,ranging
from welded pins that hold insulation and inner sheeting,
to obstruction lights on an exhaust platform.
The inner sheeting was particularly complex to
model due to heavy corner geometry while we also needed
to ensure that the fabrication drawings were issued in such
manner that after production the inner sheeting covered
the entire insulation area.Every sheet required its own
unique position within the construction along with different
moving and fixed points to allow for the high temperatures
inside the construction.The final model consisted of 34 338
individually designed elements.
Tehnical Specification
Exhaust Stack: 30m high, 5.014m radius
44 448kg weight of outer layer steel
Silencer Duct: 11.36 × 6.31m
Outer layer steel weight: 29 395kg
Inner sheeting weight: 13 675kg
Silencer Baffles: 7 830kg
Overall weight: 103 490kg
6/21
6/31
6/3
6/34
6/5
6/5
3d
1:50
6/506/50
6/5
6/5
6/5
6/5
6/5
6/5
6/5
6/56/5
6/5
6/5
6/85
6/84
6/31
6/50
6/50
6/506/50
6/51
6/51
6/8
6/8
6/24
6/30
6/51
6/8
6/25
6/56/5
6/5
6/5
6/5
6/5
6/56/5
6/5
6/5
6/5
6/56/56/5
6/56/5
6/5
6/5
6/5
6/5
6/56/5
6/5
6/56/5
6/5
6/56/56/5
6/56/56/5
7
3.300
2.000
-0.500
0.300
0.000
1.00
6.300
8.300
12.300
3.713
10.300
21.300
19.133
18.300
15.300
21.300
30.300
24.300
25.000
24.300
30.300
27.300
25.000
27.300
Axis C-C (Front View)
1:50
AA
1215
3000
10*265=2650
6/50
I
I
8300
29*265=7685
110
155
110
235110139
185
6/40
6/46/48
6/43
L
L
DD
BB
EE
GG
HH
6/5 6/5
6/1
Flange
PL/48
6/39
6/29
6/38
6/46
6/22
6/47
6/29
6/41
6/48
6/28
2000
3505*265=1325320355
6/8
6/51
6/5
6/8
6/25
6/24
6/5
6/51
6/50
6/5 6/5
110
110
65
185
80155115
200
65
200
265
6/37
6/5 6/5
6/56/5
150
110
225
110
110
6/51
6/86/8
6/5
6/5
6/50
6/51
6/5
6/50
6/5
1101215110110
460
1215
3000
10*265=2650
AA
DD
DD
DD
AA
AA
BB
BB
BB
1215
30003000
10*265=2650350
6/506/50
6/5
6/5
6/5
6/5
6/5
6/5
6/5
6/5
35010*265=2650350
6/50
6/50
6/5
6/50
6/5
6/50
6/5
6/5
6/5
6/5
460
6/5
6/5
6/50
6/5
6/5
6/50
6/5
6/5
6/5
6/5
110121511011012151101215
6/5
6/50
6/5
6/5
6/50
6/5
6/50
6/50
6/5
6/5
1101101215110
460
110
460
110
DD
BB
BB
BB
AA
AA
CC
DD
O.D. 5014
460
I.D. 4998
110
30003000
350
6/50
6/50 6/506/50
35010*265=2650
6/50
6/50
6/5 6/5
6/5
6/5
6/5
6/5
10*265=2650120
57
6/7
6/5 6/5
6/5 6/5
8
6/7
1215
6/5
6/5
6/5
6/506/50
6/5
6/5
6/5
1101101215110
460
1101215110
6/7
12151215110
6/5
6/56/5
6/5
6/7
110
2120
8

8. Substructure of
Solar and PV panel
T +385 (0)1 466 4000 www.nosivestrukture.hr
The project involved ensuring the stability of
solar or PV panel substructures.We designed several
substructure variations specifically crafted to the varying
climate conditions of the different distribution territories.
For the most part,the substructure was made of steel
elements with a frame containing a cantilevered column,
main beam and bracing elements.The solar or PV panels
were supported by aluminum beams on a wide range of
spans and rasters.Our design work ran concurrently with
that of the marketing department so that they could deliver
a cost estimate to the clients.
The key consideration and concern throughout
the project was that the solar panels were to be distributed
worldwide.Hence we dedicated a considerable amount
of the timeline to educating ourselves in the international
codes and standards for structural design which
underpinned the success of the project.

10. This project involved the development
of complex structural design calculations for an
agricultural equipment fabricator. The calculations
were carried out for various animal feed storage silos
which resulted in the optimization of the existing
product line.
Storage Silo

11. T+385(0)14664000 www.nosivestrukture.hr

12. Terminal for the reloading of grain and oil seed
cargo at the Danube river port of Vukovar. It consisted
of a 205m long docking facility that is able to berth river
ships and barges with a loading capacity of up to 3 000t
and a length of 120m. We were briefed to prepare detailed
designs and workshop drawings for multiple constructions
at the terminal. We also supervised the fabrication of the
steel structures.
Vukovar Grain Cargo Terminal
AB
+86.240=0.00
+85.20
+84.40
+84.02
+83.60
+81.70
+80.80
+80.70
+79.2
+79.15
1600
12292 Kota ankeraKota ankera
10115
MN/2
2700
100 5737
3215
3133
5.3°
5897
100 816 4921
MN/4
teren
+83.60
MN/6
Fischer FAZ 20/60
DET B
teren
+80.90
180 Kotu provjeriti u naravi!Kotu provjeriti u naravi!Fischer FAZ 20/60
94
82
2476
2118
Fischer FAZ 20/60
PMN/10
MN/7 MN/8
Betonska greda 70x100
Betonski stup 100
152198
PMN/12
Fischer FAZ 20/60
Betonska greda 80x100
Ogradu (sklop MN/8 i MN7)pripasati
i zavaritin na gradilištu na lim
180Kota ankera
PMN/11
A B
+86.240=0.00
+85.20
+84.40
+84.02
+83.60
+81.70
+80.80
+80.70
+79.2
+79.15
1600
10115
12292
MN/2
1982476
2118
PMN/11
PMN/12
Fischer FAZ 20/60
Fischer FAZ 20/60
PMN/10
Fischer FAZ 20/60
MN/8
152
Betonski stup 100
Betonska greda 70x100
180Kota ankeraKota ankera
Ogradu (sklop MN/8 i MN7)pripasati
i zavaritin na gradilištu na lim
Betonska greda 80x100
4921 816 100 Kotu provjeriti u naravi!Kotu provjeriti u naravi!
2700
3215
3133
5897
5737 100 Kota ankeraKota ankera
5.3°
180
+80.90
teren
Fischer FAZ 20/60
DET B
82
MN/4
+83.60
teren
Fischer FAZ 20/60
MN/6
teren
Postojeci beton pripremiti za stup na licu
mjesta. U slucaju kolizije odstraniti višak
betona ili u sprotnom podliti s masom za
podlijevanje npr. Sika grout MB30
Fischer FAZ 20/60
MN/5
MN/4
DETAIL B
1:10

13. T +385 (0)1 466 4000 www.nosivestrukture.hr
Technical Specification
The largest construction within terminal
was a two storey bridge conveyor:
Plan Layout: 2.0 × 45m
Span Lengths: 7.0 + 12.8 + 12.4 + 12.8m
Pylon heights: 19.0m, 9.8m and 9.5m

14. Wastewater
Treatment Plant
T +385 (0)1 466 4000 www.nosivestrukture.hr
Our work involved the structural analysis,
framework and reinforcement drawings for the circular
center-feed clarifier with a scraper sludge removal system
as well as all related auxiliary facilities.The tank has a
capacity of approximately 3 217m3
.The clarifier consists
of the tank which has a diameter of 32m.The tank wall is
4m high with a uniform thickness of 0.4m.The base slab is
0.4m thick,with 6.6% slope towards the center.The sludge
drain channel is positioned at the top of the tank wall.The
channel consists of a 0.2m thick wall and a base slab that
is 0.3m thick.
Top LayerBottom Layer
CL
142
102
60
56
60
Radius
7.35
m
Radius
1.54
m
Radius
8.02
m
60
Radius
7.35
m
Radius
7.35
m
Radius
8.02
m
RAFT PLATE
CIRCULAR REINFORCEMENT
Radius 8.02 m
Radius
7.31
m
3010030010030
660
302004012708050080127040
2303280
Section D-D
Scale 1:50
3,0
1,5
190 120 190
503508927430100
560
893
503501673050246
50 30 250 48 202 30 50
3130105275
+451,36
+445,07
+445,57
+449,07
+449,96
+450,20
+450,74
+451,54
+453,00
+453,50
+454,00 +454,00
313033050
11515930100
1310 40 40 15 60 350 60 1540 40 1310
280 280
SLOPE SLOPE
2
1
1
66
7
BLINDING CONCRETE
5
453.10
Detail No. 1
453,10
454,00
+453,00
453,50
453.50453,50
SCUM CHAMBER
SCUM BOX

15. The scope of this project included structural
analysis,framework and reinforcement drawings of the
Activated Sludge Tank (AST) and all auxiliary facilities.
The AST consists of two tanks of approximately 40 × 65m
each and 5.6m height.The tank is composed of RC walls
supported on a raft foundation slab with thickening under
the main walls.The average base slab thickness is 0.4m
with four drainage pits in each chamber.Secondary walls
in each chamber are 5.6m high with uniform thickness of
0.3m.External tank walls are 5.6m in height,with variable
thickness ranging between 0.35m to 0.7m.Other auxiliary
facilities on the tank are two service bridges.Their concrete
grade was C25/30 with a concrete cover of 5cm.
The center-feed system is located in center of
the structure and is supported by 8 concrete 40 × 40cm
columns.Other auxiliary facilities along the reservoir are
a drainage chamber,a de-sludging chamber and scum
chamber.The thicknesses of the walls and chamber base
slabs is 0.3m,apart from the base slab of the de-sludging
chamber which is 0.4m.At the top of the de-sludging
chamber there are gratings and stair access.The grade of
the concrete is C25/30 with a concrete cover of 50mm.
2
1
Constructionstageborder
Constructionstageborder
Constructionstageborder
Constructionstageborder
Construction stage border
Construction stage border
1
2222
2
2
2222
1
2 2
2
2 +452.93
+452.93
+452.13+452.13
+452.13+452.13
461 789 50 3901 50 789 461

16. Zürich Stadium
T +385 (0)1 466 4000 www.nosivestrukture.hr
This design for a stadium in Zürich with a capacity
for 20 000 people,will become home to two football clubs
if it is successful in passing through to development.For
this stage of the project we were required to provide a cost
estimate focussing on the steel and concrete structures.
The stadium roof is made from cantilever trusses with a
24m span on 21.2m raster.The trusses are supported with
large vertical oriented trusses called“Mega-Columns”that
are 23m in height.The total weight of all the steel structures
was 1 100 000kg.In order to get an accurate cost estimate
of the precast Raker beams we made a 3D model in Allplan
to ascertain the number of different types of beams.We
then built a 3D model to find out the total reinforcement
weight for each type of beam.
±0.00
+0.91
+6.95
Treppenelem ent
S.TG.-2
S4
OrtbetonDecke
Balken 60x60cm
1S1S
S.TG.-9
Detail A
Detail B
±0.00
+6.48
+13.37
DetailC1
1915
7985
60 675 60 150 255
5486040586525
100
25
45 60
±0.00
+6.48
+14.24
±0.00
+0.91
+6.95
S2
Balken60x60cm
OrtbetonDecke
S.TG. -9
Treppenelement
S.TG. -4
3S3S
Detail A
DetailB
DetailC
1915
792 60 971 60 316 85
548604067125
1002
5
385
60
±0.00
+6.48
+13.37
±0.00
+6.925
+7.46
S4
OrtbetonDecke
S3 S3
S.TG. -5
Balken60x60cm
OrtbetonWand
Ortbeton
DetailB1
Detail C1
232 60 675 60 150 255
54860405865
25
100
±0.00
+0.91
+6.95
S.TG.-1
OrtbetonDecke
S.TG.-9
Treppenelem ent
S2
Balken 60x60cm
S1S1
Detail A
Detail B
±0.00
+6.48
+14.24
Detail C
1915
7985
60 675 60 320 85
5486040673525
1002
5
25
45 60