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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3286
IOS Application Development on Design of Shear wall
Aishwarya K1, Mr. Manjunatha L2, Mrs. Divya N3, Ritesh L4
1PG Student, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India
2Assistant Professor, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India
3 Assistant Professor, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India
4PG Student, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Shear force is a vertical element which opposes
horizontal forces. In earthquake prone areas the framed
buildings may get damaged or building may collapse. So in
such cases if shear wall with proper design is considered,
damages and collapse of building shall be avoided. In urban
areas shear wall construction is more considered for speedy
construction. After analysing building with shear wall, the
shear wall has to be designed with proper shear and flexural
reinforcement. This design work takes lots of time and it is
complex too. To overcome this problem an IOS application is
developed where single click can give all the design details.
This gives precise result and takes very less time. In this paper
for the developed application validation is done using a
worked problem from text book. Also a 9 storey building is
analysed using E-TABS and forces such as moments, shear
force axial force are obtained then results are put on
developed application and design results are obtained.
Key Words: Shear wall, lateral force, Flexural Strength,
IOS Application, Reinforcement.
1. INTRODUCTION
Shear wall is a vertical member which is capable of resisting
horizontal forces. Shear walls is constructed to oppose the
impacts of lateral load coming on the building.Whenthereis
cantilever action in the building shear walls are provided to
counter such action in the building. When shear dividersare
designed and constructed properly they are capable of
resisting earthquake forces.
Fig 1.1 Shear wall functions
1.1 Advantages
 Shear wall offers huge strength and stiffness to the
structure in this manner reducing injures to the
structure
 Shear wall reduces the necessity of finishing trades
 Shear wall have excellent outlook.
 Shear wall have Very good seismic performance.
 Cost of construction of shear wall is less.
 Shear walls are effortless to construct.
 Shear walls have Greater power over accuracy.
 Shear walls have Greater powerover workmanship.
1.2 Rising Significance of software Application.
The world is mumbling to the tune of portable applications
where there is a response for everything no matter what
with mobile phones. The mechanical headway by the
distinctive Mobile App Development Companies prescribes
that as an always expanding number of people are getting
subject to versatile applications to fulfill such countless
while advancing, life has ended up being so less requesting.
The engaged market asks for up level of the applicationsand
the new improved segments to give the best favoredpoint of
view to the end customer. Apple acknowledges a controlling
foundation and is puts high on top of the enthusiasm for the
Windows applications. It has moreover extended duringthe
time because of the diverse new segments related to social
displaying, amusements and media news, educating
organization and the new structures focusing on the speed
figure.
1.3 IOS, Swift Programming Language and X-code
iOS is the working system that keeps running on iPad,
iPhone, and iPod touch gadgets. The working system deals
with the gadget equipment and gives the innovations
required to actualize local applications.Swiftisa universally
useful, multi-worldview, gathered programming dialect
created by Apple Inc. for iOS, mac OS, watch OS, TV OS, and
Linux. Swift is intended to work with Apple's Cocoa and
Cocoa Touch structures and the expansive assortment of
surviving Objective-C(ObjC) codecomposedforAppleitems.
Xcode is an incorporated improvement condition for macOS
containing a suite of programming advancement
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3287
instruments created by Apple for creating programming for
macOS, iOS, watchOS and tvOS.
2. ANALYTICAL WORK
Nine storied residential building located in Bangalore is
analyzed using ETABS software. This building has shear
wall at lift area.
The details and description of the building is given below:
Table -2.1: Detailing of Building
.
Fig 2.1 Plan of building
2.1 Load calculations of wall and slab
1. For 3.15m height wall, 200mm thick with 20mm
plaster on both sides, considering 0.45 m average
depth of beam
= (3.15- 0.45) x 0.20 x 7.45+ (3.15 – 0.150) x 0.02 x
2 x 20.4 = 6.471 kN/m, Say 6.5 kN/m
2. For 150mm thick Slab
Dead Load on Floor Slab:
Self weight of slab = 0.150x25= 3.75 kN/m2
Fig 2.2 3D model of building
2.2 Programming work
IOS application is developed by means of XCODE in OSX
software & coding & program work is done on design of
shear wall in SWIFT programming language. Flow chart for
application development is as shown in fig
below.
Fig 2.2 Flow chart of design of shear wall
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3288
3. DEVELOPMENT OF IOS APPLICATION
Before starting to develop the application flowchart for the
design and GUI(graphical user interface) of application
should be prepared . Then backend of the project can be
taken up i.e programming work.
Fig 3.1 GUI of developed screens
3.1 Screens developed
1st screen gives is the launch screen to the application
2nd screen gives instructions about at application
3rd and 4th screen are basic data inputs about the shear wall
In 5th screen design loads are calculated
In 6th screen stresses are calculated,ifstressesaremorethan
4 kN/mm2 boundary elements are provided
In 7th screen shear stress is calculated & thus the shear wall
is designed for shear reinforcement.
In 8th screen moment carried by web of the wall, moment
carried by boundary element and axial load is calculated.
In 9th screen for the calculated moment flexural
reinforcement is designed
In 10th screen reinforcement around the opining in shear
wall is designed.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3289
3.2 Steps Involved in Developing Application
Select new project in X-code, select single view
application, and select programminglanguageasswift.
Create main storey board add view controllers by
connecting push segue and adding up navigation
controller willhelpinmovingforwardandbackofview
controllers.
Create coca touch class to write program for the
particular view controller.
Fig 3.2 Coca touch class
4. RESULTS AND DISCUSSIONS
After analyzing the residential buildingaxial forcesmoments
& shear values are taken for different load cases. Application
is developed and shear wall is designed.
Table -4.1: Forces in selected member
Fig 4.1 Results from Application
5. CONCLUSIONS
1. Application is developed in such a way that it calculates
loads and stresses.
2. The developed application is very user friendly. Shear
wall can be designed with minimum input.
3. Shear wall design application results are comparedand
validated with the worked example from vergis ( 2nd
edition ) text book
4. From various studies its proved that by providing
boundary elements seismic performance if the building
is increased
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3290
REFERENCES
[1] M.Pavani, G.Nagesh Kumar, Dr. Sandeep Pingale “Shear
Wall Analysis and Design Optimization In Case of High Rise
Buildings Using Etabs (software)” International Journal of
Scientific & Engineering Research, January-2015.
[2] O. Esmaili S. Epackachi M. Samadzad andS.R.Mirghaderi
“Study of Structural Rc Shear Wall System In A 56-Story Rc
Tall Building”, The 14thworld Conference on Earthquake
Engineering October 12-17, 2008, Beijing, China.
[3] Bin Wang, Huanjun Jiang, Xilin Lu “Seismic Performance
Of Steel Plate Reinforced Concrete Shear Wall And Its
Application in China Mainland”, Journal Of Constructional
Steel Research 131 (2017) 132–143.
[4] Yu Zhang, Caitlin Mueller “Shear Wall Layout
Optimization for Conceptual Design of Tall Buildings”,
Engineering Structures 140 (2017) 225–240.
[5] Qu B, Bruneau M “Behavior of vertical boundary
elements in steel plate shear walls”, AISC Eng J 2010;
47:109–22.

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IOS Application Development on Design of Shear wall

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3286 IOS Application Development on Design of Shear wall Aishwarya K1, Mr. Manjunatha L2, Mrs. Divya N3, Ritesh L4 1PG Student, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India 2Assistant Professor, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India 3 Assistant Professor, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India 4PG Student, Department of Civil Engineering, SJB Institute of Technology, Bengaluru, Karnataka, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Shear force is a vertical element which opposes horizontal forces. In earthquake prone areas the framed buildings may get damaged or building may collapse. So in such cases if shear wall with proper design is considered, damages and collapse of building shall be avoided. In urban areas shear wall construction is more considered for speedy construction. After analysing building with shear wall, the shear wall has to be designed with proper shear and flexural reinforcement. This design work takes lots of time and it is complex too. To overcome this problem an IOS application is developed where single click can give all the design details. This gives precise result and takes very less time. In this paper for the developed application validation is done using a worked problem from text book. Also a 9 storey building is analysed using E-TABS and forces such as moments, shear force axial force are obtained then results are put on developed application and design results are obtained. Key Words: Shear wall, lateral force, Flexural Strength, IOS Application, Reinforcement. 1. INTRODUCTION Shear wall is a vertical member which is capable of resisting horizontal forces. Shear walls is constructed to oppose the impacts of lateral load coming on the building.Whenthereis cantilever action in the building shear walls are provided to counter such action in the building. When shear dividersare designed and constructed properly they are capable of resisting earthquake forces. Fig 1.1 Shear wall functions 1.1 Advantages  Shear wall offers huge strength and stiffness to the structure in this manner reducing injures to the structure  Shear wall reduces the necessity of finishing trades  Shear wall have excellent outlook.  Shear wall have Very good seismic performance.  Cost of construction of shear wall is less.  Shear walls are effortless to construct.  Shear walls have Greater power over accuracy.  Shear walls have Greater powerover workmanship. 1.2 Rising Significance of software Application. The world is mumbling to the tune of portable applications where there is a response for everything no matter what with mobile phones. The mechanical headway by the distinctive Mobile App Development Companies prescribes that as an always expanding number of people are getting subject to versatile applications to fulfill such countless while advancing, life has ended up being so less requesting. The engaged market asks for up level of the applicationsand the new improved segments to give the best favoredpoint of view to the end customer. Apple acknowledges a controlling foundation and is puts high on top of the enthusiasm for the Windows applications. It has moreover extended duringthe time because of the diverse new segments related to social displaying, amusements and media news, educating organization and the new structures focusing on the speed figure. 1.3 IOS, Swift Programming Language and X-code iOS is the working system that keeps running on iPad, iPhone, and iPod touch gadgets. The working system deals with the gadget equipment and gives the innovations required to actualize local applications.Swiftisa universally useful, multi-worldview, gathered programming dialect created by Apple Inc. for iOS, mac OS, watch OS, TV OS, and Linux. Swift is intended to work with Apple's Cocoa and Cocoa Touch structures and the expansive assortment of surviving Objective-C(ObjC) codecomposedforAppleitems. Xcode is an incorporated improvement condition for macOS containing a suite of programming advancement
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3287 instruments created by Apple for creating programming for macOS, iOS, watchOS and tvOS. 2. ANALYTICAL WORK Nine storied residential building located in Bangalore is analyzed using ETABS software. This building has shear wall at lift area. The details and description of the building is given below: Table -2.1: Detailing of Building . Fig 2.1 Plan of building 2.1 Load calculations of wall and slab 1. For 3.15m height wall, 200mm thick with 20mm plaster on both sides, considering 0.45 m average depth of beam = (3.15- 0.45) x 0.20 x 7.45+ (3.15 – 0.150) x 0.02 x 2 x 20.4 = 6.471 kN/m, Say 6.5 kN/m 2. For 150mm thick Slab Dead Load on Floor Slab: Self weight of slab = 0.150x25= 3.75 kN/m2 Fig 2.2 3D model of building 2.2 Programming work IOS application is developed by means of XCODE in OSX software & coding & program work is done on design of shear wall in SWIFT programming language. Flow chart for application development is as shown in fig below. Fig 2.2 Flow chart of design of shear wall
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3288 3. DEVELOPMENT OF IOS APPLICATION Before starting to develop the application flowchart for the design and GUI(graphical user interface) of application should be prepared . Then backend of the project can be taken up i.e programming work. Fig 3.1 GUI of developed screens 3.1 Screens developed 1st screen gives is the launch screen to the application 2nd screen gives instructions about at application 3rd and 4th screen are basic data inputs about the shear wall In 5th screen design loads are calculated In 6th screen stresses are calculated,ifstressesaremorethan 4 kN/mm2 boundary elements are provided In 7th screen shear stress is calculated & thus the shear wall is designed for shear reinforcement. In 8th screen moment carried by web of the wall, moment carried by boundary element and axial load is calculated. In 9th screen for the calculated moment flexural reinforcement is designed In 10th screen reinforcement around the opining in shear wall is designed.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3289 3.2 Steps Involved in Developing Application Select new project in X-code, select single view application, and select programminglanguageasswift. Create main storey board add view controllers by connecting push segue and adding up navigation controller willhelpinmovingforwardandbackofview controllers. Create coca touch class to write program for the particular view controller. Fig 3.2 Coca touch class 4. RESULTS AND DISCUSSIONS After analyzing the residential buildingaxial forcesmoments & shear values are taken for different load cases. Application is developed and shear wall is designed. Table -4.1: Forces in selected member Fig 4.1 Results from Application 5. CONCLUSIONS 1. Application is developed in such a way that it calculates loads and stresses. 2. The developed application is very user friendly. Shear wall can be designed with minimum input. 3. Shear wall design application results are comparedand validated with the worked example from vergis ( 2nd edition ) text book 4. From various studies its proved that by providing boundary elements seismic performance if the building is increased
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 3290 REFERENCES [1] M.Pavani, G.Nagesh Kumar, Dr. Sandeep Pingale “Shear Wall Analysis and Design Optimization In Case of High Rise Buildings Using Etabs (software)” International Journal of Scientific & Engineering Research, January-2015. [2] O. Esmaili S. Epackachi M. Samadzad andS.R.Mirghaderi “Study of Structural Rc Shear Wall System In A 56-Story Rc Tall Building”, The 14thworld Conference on Earthquake Engineering October 12-17, 2008, Beijing, China. [3] Bin Wang, Huanjun Jiang, Xilin Lu “Seismic Performance Of Steel Plate Reinforced Concrete Shear Wall And Its Application in China Mainland”, Journal Of Constructional Steel Research 131 (2017) 132–143. [4] Yu Zhang, Caitlin Mueller “Shear Wall Layout Optimization for Conceptual Design of Tall Buildings”, Engineering Structures 140 (2017) 225–240. [5] Qu B, Bruneau M “Behavior of vertical boundary elements in steel plate shear walls”, AISC Eng J 2010; 47:109–22.