design steel storage building in...
TRANSCRIPT
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STEEL STORAGE BUILDING DESIGN IN INDONESIA
PRESENTED BY: MAKSHAL FARAY KUDDAH
INTERNATIONAL CIVIL ENGINEERING/ 308579
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Contents • Introduction • Overview Earthquake Situation in Indonesia Different type of design building in Indonesia • The objective of the final project • General information of the steel storage building • Calculation for the structure by hand • Check the calculation for the structure by SAP 2000, SCIA
ENGINEER • Connection • Conclusion • Drawing the building plan by AUTOCAD 2011 • References
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INTRODUCTION
Overview Earthquake Situation in Indonesia
Location of Indonesia which is the confluence of three plates the Indo-Australian plate, Pacific plate and the Eurasian plate
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The impact of earthquake in Aceh, 2004
The impact of the earthquake in Padang, 2012
INTRODUCTION
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Types of building structure in Indonesia
Concrete building structure • Building with the concrete structure
usuallly for house and high building
• Concrete is able to withstand the compression force and anti corrosion
• The construction of concrete structure is low
• The concrete can be modified easily in construction
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Types of building structure in Indonesia
Steel building structure
• Building with the steel structure usually for the storage building or the high rise building which is good for high earthquake zone
• The construction of the steel structure is fast because it has uniform structure
• The ductility of the steel can avoid the building from collapse suddenly cause of the earthquake
• Cost construction is expensive
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Design framework
• Project Objective. Design the steel storage building 2 floors, which the length is 60 m, the width is 22 m and the height is 9,5 m by considering the earthquake zone 2 but I change into the earthquake zone 6 in Jakarta, the Capital city of Indonesia. • Main Research Question How are the design and the calculation of the steel storage building construction in Jakarta Indonesia, which is considering earthquake zone 6?
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General information
General information of the steel storage building
Location : Jakarta, Indonesia Storey : First floor covered (h=5,5 m) Second floor covered (h=4 m) Wall in first floor : Brick Wall in the second floor : Brick Regulation for calculation : SNI 03-1726-2002 for steel building SNI 03-1729-2002 for Earthquake
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General information
• Jakarta is located in earthquake zone 2, for the modification I change into the earthquake zone 6
• The earthquake can reach 8,6 SR in Jakarta
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Start
Preliminary design
Plan for secondary structure
Calculation for loading
Analysis the structure by use SAP 2000 and Scia Engineer
Analysis for the main structure
Plan for the connection
Draw the design by use AUTOCAD 2011
Finish
Steps Design for the steel storage building
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Plan for the first floor
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Plan for the second floor
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60 m
22 m
The Dimension of the Beam and Column
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Wide Flange (WF) Steel Control WF control : Sectional profile : Flange - b
f
2tf
lp
=170
fy
}
f
f
t2
b
´<lp
(OK)
Web -
h
tw
lp =
yf
1680
wt
h<lp
(OK)
} Lateral Buckling :
Lp = 1,76 × iy × yf
E
Deflection control f =L
360f =
5
384´
qu´ L4
E´ Ix
f £ f ............ OK!
H steel
bf : length of the flange (mm) tf : thick of the flange (mm) h :Height of the H steel (mm) tw : thick of the web H steel fy : Melt tension (2400 kg/cm2) lp: Lateral buckling (cm ) iy : Radius of Gyration of Area (cm) ix : Radius of Gyration of Area (cm) E : Modulus of elasticity steel (kg/cm2) f : Deflection cause of the load (cm) : Permit deflection f
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Steel Plan for the Structure
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Load Calculation
Portal Load P1 = 14529,5 kg P2 = 16010 kg P3 = 16160,5 kg P4 = 8000 kg P5 = 16080,8 kg
Roof load: Dead load = 161,22 kg Live load = 169,62 kg
Transverse Beam
Longitudinal Beam
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Earthquake Load Calculation
T = 0,085´ H3/4
= 0,085´9,53/4
= 0,478 second
T : Time for the natural vibration that determines the magnitude of the earthquake response factor for structure of the building
H : Total height of the building V : Shear load Ct : The seismic response factor ( for earthquake zone 6,Ct is 0,9) I : Main safety factor ( for the earthquake zone 6, I is 1) Wt : Total weight of the building R : Reduction earthquake factor ( for the earthquake zone 6, R is 8,5 ) Fi : Earthquake load for the structure of the building Zi : Height of each floor start from first floor
V =C
t´ I
RW
t
=0,9´1
8,5´117808,798 kg
=12473,872 kg
Fi=
Wi´ Z
i
Wi´ Z
i
i=1
n
å´ V
Earthquake pressure in each floor T1 = 0,478 second
Floor zi (m) Wi (kg) Fi (kg)
2
1
9,5
5,5
5557,998
112250,8
1223,114
12351,077
Σ 117808,798
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Connection A Roof Connection
• Φbolt = 10 mm • 2 bolts for each beam • For beam: 60x60x10
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Connection B
Lattice Beam Connection
• Φbolt = 10 mm • 2 bolts for each beam • For beam: 60x60x10
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Connection C
• Φbolt = 10 mm • For roof beam I used 8
bolts • For botttom beam I used 7
bolts • For beam : 60x60x10
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Connection D
• Φbolt = 16 mm • Angle profile for the connection is 200x200x16 • Angle profile in the middle for the connection is 150x150x14
Connection between Beam and Column
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Connection E • Φbolt = 22 mm
• Angle profile for the connection is 200x200x16
• Angle profile in the middle for the connection is 150x150x14
Beam and Column connection
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Conclusion
The steel storage building with two floors can be built in Jakarta which is located in earthquake zone 6 by using : Column which is used WF 400x400x15x15 Beam which is used WF 350x250x9x14 Joist which is used WF 350x175x7x11 The structure which mention above are the main structure that I used in the steel storage building design
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Cross Section from AUTOCAD 2011
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Longitudinal part of the storage building
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Map of the Roof
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References
Indonesian references: • Indonesian National Standard of Regulations for Earthquake (
SNI 03-1726-2002) • Indonesian National Standard of Regulations for Steel Building (
SNI 03-1729-2002) • Indonesian National Standard of Regulation for loading in
Building (PPIUG 1983) • LRFD ( Load and resistance factor design ) • Indonesian guidelines to plan the loading for building (PPPURG
1987) • Indonesian Steel Profile Table
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