An-Najah National University
Faculty of Engineering
1
Civil Engineering Department

بسم الله الرحمن الرحيم
























Asera Al-Shamaliyeh Stadium
Prepared by:

Supervisor:
Dr. Riyad Awwad.
2
Abdulsabour Alhassan
Haitham Abu Sa’adeh
Iyad Barham
























Presentation Outline:
Introduction
Project description
Methodology
Tools
Design codes
Structural parts
References

3








Introduction:
4

AL-Ram stadium (AL-Shaheed Faisal Al-Hussieny)








Project description:
5









Project description:
6
design the football stadium structurally.

As requested by Asera Al-shamaliya municipality









Methodology:
7









1


Plans


2


Design material


3


Structural Systems


4


5


6


Loads computations


Preliminary design


SAP2000 models


7


Check results

















Tools:
8


Design Codes:











Structural parts:
9
Coverage
Amphitheaters








Cont..
10
Structure units:









Design materials:
11
Amphitheaters












Design materials:
12
Steel Structures:













Coverage material:
Polycarbonate sheets 

13









Cont..
14
Covering system:
Alternatives:
Curved truss
Simply supported truss
Cantilever truss systems
With cables system











Cont..
15
Cantilever truss systems with cables








Cont..
16
Loads Computations
	Load Type	Value of load(KN/m2)
	Live load	1.25
	Wind load (Suction)	0.47
	Other loads(Dead)	Computed by SAP2000

Steel structure
Concrete structure
	Load Type	Value of load(KN/m2)
	Live load	3
	Other loads(Dead)	Computed by SAP2000









Truss distributions (unit 1)
17
Cont..









Cont..
18
Equilibrium Check 
  For Live and Wind loads
	Load	Percent of error (%)
	Live load	0.23
	wind load	0.42

Load distribution Check
	Load	Percent of error (%)
	Live load	4.85









Cont..
19
Selected Section:

	Selected section	Shape	Weight (KN)
	Double angle		713.24
	Hollow circular section		430.54
	Hollow tube section		430.85

hollow tube section for Purlins in all cases











20
Concrete structure:
Alternatives:












21
Compatibility Check ( Block 1 )








22
Ready SAP2000 models:




Unit one
Unit two
Unit three A ( 3 )
Unit three B ( 4 )








23


Steel results:








24

Connections
Thickness of gusset plate = 5 mm 
Ag=thickness × Length of plate’s side
Based on yielding=Pu/(0.9×Fy)
Based on Fracture=Pu/(0.6×Fu)

Weld length = Pn/(0.707×a×0.6×FEXX)










25

Connection no. two









26
Base plate and bolts distribution:
d bolts = 12 mm











27




Connection no. fourteen








28
Concrete Structures Results:
Slab:

Block one “ spans 5.35m”

S.F.D.
B.M.D.








29


Slab detailing:








30
Concrete Structures:
Beams:




Unit one
Unit two
Unit three
Unit four








31
Concrete Structures:
Beams:

	Beam	L	h min	Lcant	h min	h used	b
	1	11.2 m	605 mm	2.2 m	275 mm	800 mm	400 mm
	2	12.17m	657 mm	2.2 m	275 mm	1000 mm	400 mm









32
Concrete Structures:
Beams:


B.M.D. beam 2
S.F.D. beam 2








33
Concrete Structures:
Beams:

Arrows indicate :two layers been used.









34
Concrete Structures:
Beams:









35
Concrete Structures:
Beams:
Av/s(Total)=1.087 mm2/mm, stirrups diameter 10mm, with two legs, the spacing equals= 144 mm, used 140 mm=14cm. 











36
Concrete Structures:
Columns:
Q (stability index) =   

Ψ = 

= 31.75 <34 









37
Concrete Structures:
Columns:












38
Concrete Structures:
Footings:
Q allowable soil = 300 KN/m² 
                           = 3 Kg/cm²










39
Concrete Structures:
Footings:









40
Concrete Structures:
Footings:  F4










41
Concrete Structures:
Stairs:










References:
42











43
Thank you ..
Questions










Cont..
44
Concrete structure:
Unite 1


Unite 2
Unite 3








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