URBAN STRUCTURES
PROJECT
MULTI-STOREY BUILDING WITH THE FLAT SLAB CONSTRUCTIONS
Design the multi-storey building with the flat slab constructions.
Scope of the project:
1. Preliminary analysis and design of building construction.
Preliminary drawings of first floor plan and cross-section of the building in a 1:100 scale.
2. Detailed analysis and design of a flat slab construction using the equivalent frame method.
A reinforcement drawing of the flat slab in a 1:50 scale.
3. Detailed analysis and design of an internal column of the building.
A reinforcement drawing of the multi-storey column in a 1:20 scale.
by PhD Mariusz Jaśniok
Recommended standards:
[1] PN-EN 1990:2004 Eurokod. Podstawy projektowania konstrukcji
[2] PN-EN 1991-1-1:2004 Eurokod 1. Oddziaływania na konstrukcje. Część 1-1: Oddziaływania ogólne.
Ciężar objętościowy, ciężar własny, obciążenia użytkowe w budynkach
[3] PN-EN 1991-1-3:2005 Eurokod 1. Oddziaływania na konstrukcje. Część 1-3: Oddziaływania ogólne.
Obciążenie śniegiem
[4] PN-EN 1991-1-4:2008 Eurokod 1. Oddziaływania na konstrukcje. Część 1-4: Oddziaływania ogólne.
Oddziaływania wiatru
[5] PN-EN 1992-1-1:2008 Eurokod 2. Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły
dla budynków
DEPARTMENT OF BUILDING STRUCTURES
FACULTY OF CIVIL ENGINEERING * SILESIAN UNIVERSITY OF TECHNOLOGY
2011-03-01
URBAN STRUCTURES - project data
Concrete
Site Structural Exposure Categories Steel Steel
lcol lx nx ly ny q f
n
Item Surname First Name Strength
location Class Class of use* Grade Class
Class
[m] [m] [m] [kPa]
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1
1 Bąk Małgorzata Elbląg S4 XC1 C2 3,4 4 5,7 4 5,8 4 C25/30 BSt 500 C 225
2 Bednarczyk Marilyn Krosno S4 XC1 C2 3,3 4 5,7 4 5,8 3 C25/30 RB 400 W B 220
3 Bieńkowski Piotr Lublin S6 XC1 D1 3,7 3 5,6 5 5,8 4 C25/30 34GS B 190
4 Bogunia Mateusz Nowy SÄ…cz S2 XC3 B 3,9 5 6,8 3 6,6 3 C35/45 BSt 500 C 210
5 Borkowski Tomasz Włocławek S2 XC3 B 4,1 5 6,2 3 6,3 3 C30/37 B500SP C 225
6 Bujakowski Bolesław Słupsk S5 X0 C3 3,8 3 5,2 5 5,2 4 C20/25 BSt 500 C 190
7 Czuluk Filip Zamość S2 XC3 B 3,6 5 6,5 3 6,5 3 C30/37 B500SP C 205
8 Grymowicz Michał Płock S3 XC3 C1 4,0 4 6,7 4 6,4 4 C35/45 34GS B 220
9 Kowalska Ewa Wałbrzych S3 XC3 C1 4,2 4 6,5 4 6,3 3 C30/37 RB 400 W B 225
10 Kuz
ma Dawid Ciechanów S1 XC3 A 4,0 5 6,8 3 6,7 3 C35/45 RB 500 W B 230
11 Mamok Krzysztof Przemyśl S6 X0 D1 3,6 3 5,4 5 5,2 5 C20/25 B500SP C 190
12 Melaniuk Paweł Radom S1 XC3 A 3,2 5 6,1 3 6,8 3 C30/37 B500SP C 240
13 Michoń Marcin Tczew S2 XC3 B 4,1 5 6,3 3 7,0 3 C30/37 34GS B 235
14 Niz
nikiewicz Wojciech Białystok S5 X0 C3 3,7 3 5,4 5 5,6 4 C20/25 B500SP C 175
15 Oślizło Zofia Zakopane S6 X0 D1 4,1 3 5,4 5 5,8 3 C20/25 B500SP C 195
16 Zawiercie S3 XC3 C1 3,9 4 6,6 4 6,1 4 C35/45 B500SP C 200
17 A
eba S6 X0 D1 3,3 3 5,1 5 5,7 4 C20/25 34GS B 160
18 Pilch Maciej Zabrze S1 XC1 A 4,0 5 6,0 3 7,0 3 C25/30 RB 400 W B 215
19 Rymarz Krzysztof Leszno S4 XC1 C2 3,9 4 6,0 4 5,4 3 C25/30 RB 400 W B 225
20 Schmidt Natalie Częstochowa S5 XC1 C3 3,7 3 5,6 5 5,9 3 C25/30 RB 400 W B 190
21 Sokalska Katarzyna A
omża S4 XC1 C2 3,9 4 5,8 4 5,4 4 C25/30 RB 500 W B 250
22 Sosinka Jakub Wadowice S3 XC3 C1 3,4 4 6,1 4 6,4 3 C30/37 B500SP C 215
23 Stankiewicz Amir Tarnobrzeg S4 X0 C2 3,5 4 5,5 4 5,4 3 C20/25 RB 500 W B 225
24 Szopa Michał Kielce S5 X0 C3 3,3 3 5,2 5 5,3 3 C20/25 BSt 500 C 155
25 Åšwiaczny Tomasz Katowice S2 XC1 B 4,1 5 6,0 3 6,9 3 C25/30 BSt 500 C 250
26 Święciak Paweł Toruń S4 XC1 C2 3,6 4 5,7 4 5,5 4 C25/30 34GS B 250
27 Tiutiundżiewa Anna Cieszyn S6 XC1 D1 3,5 3 5,6 5 5,7 3 C25/30 B500SP C 170
28 Wochnik Michał Suwałki S4 X0 C2 3,3 4 5,3 4 5,7 3 C20/25 BSt 500 C 245
29 Woz
niak A
ukasz Bytom S5 X0 C3 3,4 3 5,3 5 5,7 3 C20/25 BSt 500 C 155
30 Zawalska Anna Lębork S6 X0 D1 3,7 3 5,2 5 5,8 5 C20/25 BSt 500 C 180
31 Żabik Anna Gliwice S4 XC1 C2 3,2 4 5,8 4 5,2 3 C25/30 BSt 500 C 205
32 Wisła S6 XC1 D1 3,8 3 5,9 5 5,9 5 C25/30 RB 400 W B 160
33 Warszawa S3 XC3 C1 4,1 4 6,8 4 6,8 3 C35/45 B500SP C 220
34 Olsztyn S2 XC3 B 3,2 5 6,4 3 6,5 3 C30/37 BSt 500 C 240
* Categories of use according to PN-EN 1991-1-1: Eurokod 1. Oddziaływania na konstrukcje.
Część 1-1: Oddziaływania ogólne. Ciężar objętościowy, ciężar własny, obciążenia użytkowe w budynkach, paz
dziernik 2004
In calculation take the recommended - underlined value of load from table 6.2, p.17 of the standard
by PhD Mariusz Jaśniok
consultant
PhD Krzysztof Gromysz
PhD Mariusz Jaśniok
Urban Structures
Monday, 1445÷1615, classroom 137
Item Date Subject of the Classes
21.02.2011
Lecture No. 1
K. Gromysz
1.
Project Classes  methodology of performing out the Project 
28.02.2011
M. Jaśniok
part 1/3
07.03.2011
Lecture No. 2
K. Gromysz
2.
14.03.2011
Project Classes  consultations
M. Jaśniok
K. Gromysz
21.03.2011
Lecture No. 3
K. Gromysz
3.
Project Classes  methodology of performing out the Project 
28.03.2011
M. Jaśniok
part 2/3
04.04.2011
Test No. 1 referring lectures No. 1, 2, 3
K. Gromysz
4.
11.04.2011
Project Classes  consultations
M. Jaśniok
K. Gromysz
18.04.2011
Lecture No. 4
K. Gromysz
5.
25.04.2011
Holiday
M. Jaśniok
02.05.2011
Lecture No. 5
K. Gromysz
6.
Project Classes  methodology of performing out the Project 
09.05.2011
M. Jaśniok
part 3/3
16.05.2011
Lecture No. 6
K. Gromysz
7.
23.05.2011
Project Classes  consultations
M. Jaśniok
30.05.2011
Test No. 2 referring lectures No. 4, 5, 6
K. Gromysz
8.
06.06.2011
Project Classes  submitting and defence of the Project
M. Jaśniok
K. Gromysz
PhD Krzysztof Gromysz
PhD Mariusz Jaśniok
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1. Preliminary design  first floor plan of building
external (outside) wall
tl ( t id ) ll
fire wall
internal (inside) wall
lift shaft
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.1. Non-bearing walls - curtain walls
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.2. Non-bearing walls - light curtain walls
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.2. Non-bearing walls  lightweight partition walls
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.3. Non-bearing walls  fire walls of the staircase
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.3. Load-bearing walls  lift shaft
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.3. Load-bearing walls  lift shaft cross section
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.3. Load-bearing walls  lift shaft longitudinal section
upper
engine room
bottom
engine room
1 Preliminary analysis and design
1. Preliminary analysis and design
1.1.3. Load-bearing walls  lift shaft
http://www.elwind.com.pl/
1 Preliminary analysis and design
1. Preliminary analysis and design
1.2. Preliminary design  cross-section of building
roof structure
floor layers
floor layers
stairs
ground floor layers
dfl l
spot footing
1 Preliminary analysis and design
1. Preliminary analysis and design
1.2.1. Roof structure  pitched roof
1 Preliminary analysis and design
1. Preliminary analysis and design
1.2.1. Roof structure  pitched roof
precast roof panel
thermal ins lation
thermal insulation
honeycombed wall
1 Preliminary analysis and design
1. Preliminary analysis and design
1.2.3. Flat roof structure  ventilated system
http://www.paroc.com/
1 Preliminary analysis and design
1. Preliminary analysis and design
1.2.3. Flat roof structure  ventilated system
http://www.paroc.com/
1 Preliminary analysis and design
1. Preliminary analysis and design
1.2.4. Floor layers
1 Preliminary analysis and design
1. Preliminary analysis and design
1.2.5. Stairs  cross section