1. Milutin K. Žižić - M.Sc.C.Engg.
Relje Krilatice 67
36300Novi Pazar , Srbija
E-mail: milutin.zizic@koninco.com
www.koninco.com
Education
 Faculty of Civil Engineering, University of Belgrade (1982)
Employment History
 GP. Kablar - Beograd
Junior civil engineer
1982
 Kolubara Projekt - Lazarevac
Principal civil engineer
1986
 Konin- Studio for Structural Engg.,
N.Pazar
Owner
1989
Leading designer
Director
2011
 Kirilo Savic – Institut IKS ,Beograd
Computer Skills





SAP 2000
STAAD/Pro
Femap with NX Nastran
AutoCAD
Robot Millennium
Languages
 English

2. References for Structural Analysis and Design
1 . RESIDENTIAL and COMMERCIAL BUILDING STRUCTURES
General notes for the all Residential and Commercial Building Structures are :
We are doing all phases of the Structural Analysis and Design of structures like :
Modeling * FE Analysis (Static and Dynamiic) * Design * Details of Reinforcement
Softwares : STAAD Pro,Femap ,AutoCad
(2005)
Commercial Building – Business Center “Altana” – Ljubljana, Slovenia
The Bearing Structure was made of reinforced concrete : reinforced concrete walls,
and floor slabs. Underground structure of a garage. Foundation structure is
reinforced concrete plate . The calculation done according Eurocode. The model
analysis (FEA/FEM) with Femap /NX Nastran software package.Structural Design
with StaadPro. Detailing of reinforce with ArmCad.
 Commercial Building – Business Center “Lion” – Begrade, Serbia
(2001)

3. Commercial Building - auto-saloon , Thessaloniki - Greece.... (2003)

Dynamic (earthquake)
analysis for the
multistory reinforcement
residential/ commercial
building in Ljubljana –
Slovenia.
Structural and modelling
analysis (finite elements
method- FEM) in
NXNastran(FEMAP)
and Staad Pro.

Design for Residential Buildings Ljubljana – Slovenia.

The Exhibition complex in Moscow, eight pavilion, 98,0 x 98,0 m size (1990)
Exhibition pavilion, Moscaw
│ Краснопресненская наб. , вл.
14, ЦАО, Пресненский район.
Roof span is 98,0x98,0m. │
Investor: Moscaw city
Government
Pavilion after completion
Pavilion in exploitation

4. Roof before lifting
Roof after lifting
3D node – Connector of Spatial Lattice for pipe connections.
 Hangar of airport termina -Podgorica,Montenegro
I have executed a complete
Structural Analysis , and detail
design of a steel structure.
Its base is a rectangular shape
with size of 48.0m * 90.0m .
Structural Modeling and
Analysing was done by FEM/FEA
(as a beam and rod elements).
Calculation results of stress
analysis and a report were
performed in StaadPro.
2. INDUSTRIAL and SPECIAL BUILDING STRUCTURES
General notes for the all Industrial and Special Building Structures are :
We are doing all phases of the Structural Analysis and Design of structures like :
Modeling * FE Analysis (Static and Dynamiic) * Design * Details of Steel
Softwares : STAAD Pro, Femap , AutoCad

5. 
Steel Calculation of Bin Silo SI Capacity_ 40m3 (2013)

Investitor : KH
Engineering │ Cargill
Cocoa Indonesia
I have prepared design
documentation of the Silos and
of their supports - static analysis
and drawings.
Workshop drawings have been
prepared in cooperation with the
company GOSA Razvojni Biro –
Belgrade.
Modeling and Design of the steel
structure done with Femap and
StadPro
 Construction of silos for coal reserves.

Supervision of the
construction of silos for coal
reserves │ Dimensions:
34,5x18,0x30,0 m │
Capacity of silos: 3x450,0 t
│ Investor: EPS, Serbia
Supervisor detected a problem in
girder connection with column.
Investor is warned, calculation proof
is attached that the screws force will
be critical. Finding is respected and
designer gave a new “solution”........

Modeling and Analysis for the pipe racks for the Energy Plants in Turkey
(2001).

6. Modeling │ FE Analysis (Static and Dynamiic) │ Design │ Details of Steel
Joining the modeling for the piping and for the racks was done using the translator we have created for the
specific purpose. Static check and evaluation of the technological piping supports by the FEA/FEM.
All the results are compatible with and were used in Auto PIPE.

Penstock for Chuzachen dam in Sikim, India.. (2007)

Penstock length: 1146,0 m │ Pipe
radius: 3,2/3,0 m │Max. pressure at
Spiral Case/MIV: 414,0 mwc │ Total
weight of steel structure: 1310 t │
Investor: GATI Infrastructures
Pipeline for the Chuzachen Dam in India
(2007)
For the Chuzachen Dam Pipeline, apart from
linear modeling, the control of certain sections
was performed using shell modeling.
Bifurcation was also checked using detailed
shell modeling

Preheater Tower general design , Novi Popovac, Serbia (2008)
Static model of tower for
calculations. │ Structural
Analysis (Static & Dynamic with
FEM) │ Preheater Tower general
design │ Height of tower: 104,8 m
│ Weight of steel structure:1470 t
│ Investor: HOLCIM, Serbia

7. 
Steel Antenna tower - Jastrebac , Serbia
Construction and execution plans (with
static analysis) of an telekomunications
tower. Executive plans for tower 40
meters high, with expansion possibility
to 60 meters:
Static and dynamic
calcultations │ Executive
plans for construction
elements │ platforms and
handrails Pole foundations │
Completed: 2008

Winter sports stadium – Sochi (Russia)… (2009).
Roof structure is 3D
steel roof trusses. │
Structural analysis
and design in SNiP
and EUROCODE
│3D node –
Connector of Spatial
Lattice for pipe
connections.
Model analysis done
in NX
Nastran(FEMAP),
structural analysis
and design in Staad
Pro.
3D node – Connector

8. 
Football stadium with utility structures and roof above the grandstands
Banja Luka, Republika Srpska (2008)
Structural - bearing system is
reinforced concrete and steel frames.
Roof structure is a spatial lattice.
Model analysis done in NX
Nastran(FEMAP), structural
analysis(Static & Dynamic) and
design in Staad Pro.
Industrial Building . Steel industrial production hall Podgorica – Montenegro. 2008
Steel structure for industrial
production ( 25.0m * 64.0m) was
modelling and analysis in NX Nastran
(FEMAP), structural design StaadPro,
shop drawings TeklaStructures (XSteel). Calculations and analysis done
by EUROCODE standards.

9. 
Tunnels, on the railway Sabac- Loznica (2012)
The preparation of the Tunnels
static & dynamic calculations.
Static Analysis of the Tunnel
structure, was treated as a a tube
hollowed through soil or stone. The
structure is loaded with different types
of loads, which is originating from
different geological layers above the
structure of the tunnel.
Structural Modeling and Analysing was
done by FEM/FEA with FEMAP/NX
Nastran.
Calculation results of stress analysis
and a report were performed in
StaadPro.
Static Analysis of a Tunnel
Formwork for the metro station
KAZAHSTAN

Aeration Storage Tanks. Smederevska Palanka- Serbia (2012)

Aeration tanks are part of
the plant in process of a
wastewater treatment. It's an
underground reinforced
concrete structure with a
vertical walls, and a sloping
bottom plate.

Bases of a tanks are a circles
form with a diameters of 27.0
m and 22.0m ; walls are
made of reinforced concrete
thickness of 0.30m.

Structural Modeling and
Analysing was done by
FEM/FEA (as a plate
elements) with FEMAP/NX
Nastran, Calculation results
of stress analysis and a report
were performed in StaadPro.

10. Primary & Secondary Settlement Tanks(Aeration Tanks)

Tank for the purifying of wastewater.Smederevska Palanha, Serbia (2012)


Settlement Tanks(Aeration Tanks)

Walls are made of reinforced
concrete thickness of 0.30m.

.
This is an underground
reinforced concrete
structure with a vertical
walls. Its base is a rectangular
shape with the size of 55.0m *
19.60m * 5.0m.
Structural Modeling and
Analysing was done by
FEM/FEA (as a plate
elements) with FEMAP/NX
Nastran, Calculation results
of stress analysis and a report
were performed in StaadPro.
Expert’s Analysis of the Saint Sava Church’s Dome – Vracar, Belgrade (1999).
The Analysis (FEA/FEM) refers to all
phases in design and building of the
dome, the galleries and the pandantif

Bridge across the Morava river, Paracin – Serbia (2009)

11. Complete Structural Modeling,
Analysis, Design and detail design of
the prestressed reinforcement concrete
of this bridge structure done by myself.
Bridge spans are : 15m+25m+15m
Beam-and-stringer grid bridge and its
bridge deck was modelling as a 3D
structure by FEA/FEM. Calculation
results of stress analysis and a report
were performed in SAP2000.

reconstruction of the
inspection tool on
Branko's Bridge in
Belgrade, Serbia
 As-is state report of the
city’s water supply
suspension bridge with
86.0 m span,
 Trstenik, Serbia.

Footbridge across the Timok river, Zajecar – Serbia (2005)
This is a steel structure,
with
spans8.50m+27.0m+8.5m.
I have executed a complete
Structural Analysis , and
detail design of a steel
structure.
Structural Modeling and
Analysing was done by
FEM/FEA .Calculation
results of stress analysis
and a report were
performed in SAP2000.