03. Bachelor's Thesis
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Item Open Access Design and planning for a major building project in Astana(Nazarbayev University School of Engineering and Digital Sciences, 2017) Salmenbayeva, Aiman; Abuova, Aizada; Bakirov, Ilyas; Yeskaliyeva, Moldir; Okpenov, RollanThe current work presents an architectural, structural and geotechnical review of a four-star Hotel and Convention Center “Premium”, construction of which is strategically chosen to be conducted on the left bank of Ishim River in Astana. The structure is designed to accommodate 153 top-quality comfortable guest rooms, fitness center, conference hall, auditorium, restaurant and many other provisions. The building is projected to answer the world class requirements in terms of service level and comfort, in the meantime offering democratic prices. The territory under the main 12-story building is 30 by 30 meters, with the vast first floor occupying a territory of 50 by 60 meters beneath the main building. The hotel territory includes secure parking places and attractively landscaped environment. Architectural drawings were developed in accordance with Construction Norms and Rules of the Republic of Kazakhstan. The final part of the paper estimates the cost and feasibility of the project, presents a thorough WBS and construction activities. The hotel is planned to recover all the investment costs in eleven and a half years.Item Open Access DESIGN A MULTI-STORY OFFICE BUILDING IN SAN FRANCISCO, CALIFORNIA USA(Nazarbayev University School of Engineering and Digital Sciences, 2017) Abildinov, Tanat; Bekmurat, Altynay; Irsainova, Alina; Izimova, Altynay; Kulchmanov, AlenSan Francisco is rapidly growing financial and economic center of the region with increasing demand of the office area. This document contains the design of reinforced concrete moment frame office building in a high seismic hazardous region of San Francisco, California, USA. The project is named Sky City and performed by Trust Construction Company. Sky City is a 12 story high rise building with one underground parking floor, with the internal area of 15649 m2, located on the land area of 10,000 m2 in the Financial District of San Francisco. This document contains a detailed information of the global architectural design of the building based on the IBC with attached technical drawings of the first floor, typical floor, underground parking, site layout plans with indicated traffic flow and conceptual views, developed in accordance with CAD standards.Item Restricted DESIGN AND CONSTRUCTION OF UNDERGROUND PARKING FACILITY IN LONDON, UNITED KINGDOM(Nazarbayev University School of Engineering and Digital Sciences, 2017) Mussabayeva, Aigul; Raiymbekova, Akmarzhan; Abdigaliyev, Arman; Alenayev, Iliyas; Ussenov, KhamrazhanWith increased number of vehicles and scarcity of space, there is high demand to construct more underground car parking facilities. Due to the rapid growth of underground structures, it is inevitable that new structures will have to interact with the existing ones below the ground level. Although there have been many studies about this topic, performing deep excavation without affecting nearby structures is still of great relevance. This issue is also addresses in this Capstone Project. The main aim of the project is to design and construct an underground parking facility in London, UK. The main challenge of the project is to prove that construction of the facility will not negatively affect Piccadilly line, which is lying nearby. Therefore, this paper provides with not only preliminary design and construction of underground parking facility in London, but also with the solution how to deal with existing structures in proximity. The need of the facility, preliminary architectural design, and literature review was covered in the previous semester, in Capstone I Project. At this stage, an advanced geotechnical analysis, i.e. diaphragm wall, foundation, piles design, and structural analysis will be conducted. Based on the design outputs, project management and final financial feasibility study will be produced.Item Open Access DESIGN AND ENERGY PERFORMANCE OF HOTEL BUILDING IN ASTANA, KAZAKHSTAN(Nazarbayev University School of Engineering and Digital Sciences, 2017) Anuarbek, Amire; Battalgazy, Nurassyl; Zeken, Zauzat; Zharaspayeva, ZarinaIn this report, the detailed architectural design, including technical drawings of the proposed hotel, is provided. It is also based on the Kazakhstani codes, such as SNiPs and RDS RK. In order to provide the technical drawings, AutoCAD software was used; whereas, the 3D model was rendered in Google SketchUp software. In addition, using the same software, the outside parking area with available usual 38 parking places and 3 parking places for disabled people is shown as well. Moreover, hand and software calculations for the structural analysis of the building are presented. In order to fulfill the construction requirements of the high-rise building and to design structural members, such as slabs, columns and beams, EEC company has followed the regulations established by the UK code and ACI 318-11 code.Item Open Access DESIGN AND ENERGY PERFOMANCE OF STUDENT BUILDING INTEGRATED WITH PHASE CHANGE MATERIAL IN ASTANA,KAZAKHSTAN(Nazarbayev University School of Engineering and Digital Sciences, 2017) Makhin, Bakhytbek; Negmetova, Gulzhan; Yekpyndynova, Nadira; Madenova, Yerkezhan; Abildin, YerniyazIn this report, student resident building integrated with Phase Change Material (PCM) is designed by “EASY Engineering” Construction Company. The project is designated for Astana city’s residents. The proposed location of the 10-storey building is at the intersection of Turan avenue and 31st street, on the left coast side of the city. This paper contains architectural design of the project, structural analysis, geotechnical design and evaluation of energy performance of the building due to application of PCM.Item Open Access PLANNING AND DESIGN OF EXPRESS LANES CONNECTING TWO HIGHWAYS IN MIAMI, FLORIDA, USA(Nazarbayev University School of Engineering and Digital Sciences, 2017) Ibrayev, Askar; Jangeldinov, Baurzhan; Yerzhanov, Meirzhan; Kuanysheva, Meruyert; Mukhametkhan, ZharasRising traffic and congestion in urban areas increases a demand for long bridges and interchanges. However, construction and designing such bridges evolve the infrastructure due to being permanently affected by safety, environment and budget. Therefore, there is a variety of bridge construction types that are chosen depending on the location and several parameters such as feasibility, safety maintainability, cost, and simplicity of construction. Over 60 years, precast prestressed concrete girders have been widely used all over the USA owing to their low life-cycle cost, endurance and modularity...Item Open Access DESIGN OF MULTI-STORY ACADEMIC BUILDING AT NAZARBAYEV UNIVERSITY, ASTANA, KAZAKHSTAN(Nazarbayev University School of Engineering and Digital Sciences, 2017) Agibayeva, Aidana; Aldonggarova, Ardana; Kenzhebek, Aidar; Kulzhabek, Zhanbolat; Suleimen, AlisherNazarbayev University has experienced significant growth in the past few years and it is projected to increase in the future. Hence, the necessity of multi-story academic building at Nazarbayev University is high. This report includes the design of 9 story academic building with the total area of 16000 m2. Based on the literature review performed within the capstone I, architectural, structural and geotechnical designs were developed. Moreover, feasibility study and project management including cost estimations were determined.Item Open Access DESIGN STUDENT RESIDENCE BUILDING USING AERATED CONCRETE/BLOCK IN NAZARBAYEV UNIVERSITY, ASTANA, KAZAKHSTAN(Nazarbayev University School of Engineering and Digital Sciences, 2017) Kalibekov, Kaisar; Mamirov, Maxat; Mamirov, Miras; Yertay, Yerassyl; Zhamanbay, AkzhunisThis project is focused on the design of a student residence building using aerated concrete in Nazarbayev University, Astana, Kazakhstan. The shortage of residential places on the campus is one of the primary problems of the university. Thus, the design of the residence building for master students by DC Group is studied in this paper. Major part of the worldwide energy is consumed by residential and commercial buildings. Because of low thermal conductivity and light weight compared to normal concrete, aerated concrete is proposed in order to provide proper thermal insulation and prevent significant heat loss. Moreover, the project includes obtaining own mixture design through laboratory experiments, where aerated concrete blocks will be casted and tested for both mechanical and thermal properties.Item Open Access Optimum 2d geometries that minimize drag for low Reynolds number flow.(Nazarbayev University School of Engineering and Digital Sciences, 2017-04) Lutsenko, Ilya; Serikbay, ManarbekIn this work, a two-dimensional Oseen’s approximation for Navier-Stokes equations is to be studied. As the theory applies only to low Reynolds numbers, the results are focused in this region of the flow regime, which is of interest in flows appearing in bioengineering applications. The investigation is performed using a boundary element formulation of the Oseen’s equation implemented in Matlab software package. The results are compared with simulations performed in COMSOL software package using a finite element approach for the full Navier-Stokes equations under the assumption of laminar and steady flow. Furthermore, experimental and numerical data from pertinent literature for the flow over a cylinder are used to verify the obtained results. The second part of the project employs the boundary element code in an optimization procedure that aims at drag minimization via body-shape modification with specific area constraints. The optimization results are validated with the aid of finite element simulations in COMSOL.Item Restricted Synthesis, Analysis, Design and Manufacturing of an Upper-Limb Rehabilitation Apparatus based on a Hoeken’s Four bar Linkage(Nazarbayev University School of Engineering and Digital Sciences, 2017-04) Kurmashev, Sabit; Malik, Aryslan; Ospanov, SayatOver the last several decades robotic rehabilitation has played an important role in the human-robot interaction. This interaction is usually implemented by means of multi degree of freedom open kinematic chains mechanisms that are very complex and expensive. On the contrary, closed kinematic chains mechanisms based on four- and six bar linkages have only 1-DOF. Nevertheless, such mechanisms are capable of generating paths with complex kinematic characteristics. These mechanisms are preferable when simplicity and cost are the major criteria. These criteria are of higher importance when community based rehabilitation in developing countries is concerned. This capstone project is aimed at synthesizing, designing and manufacturing of such mechanism. The project is based on a 1-DOF mechanism, i.e. Hoeken four bar linkage. Major neurophysiological models related to upper-limb rehabilitation in people after strokes, such as Minimum Jerk Model, Fitts’s Law and Just Noticeable Difference are considered in this paper. The methodology includes developing kinematic, kinetostatic and dynamic analysis of the mechanism along with control and mechatronics concepts. The analysis and concepts derived in this paper are used for patients’ training procedures.Item Open Access Design of a bus shelter based on Green Energy technologies for extreme weather conditions in Astana(Nazarbayev University School of Engineering and Digital Sciences, 2017-04) Alikhanova, Arailym; Kakimzhan, Aldiyar; Mukhanov, AnuarbekNowadays the contribution of renewable energy sources to the worldwide energy demand is already significant and the trend is expected to be accentuated. The reasons are the numerous benefits such as reduction in greenhouse gas emission and dependence on fossil fuels. The Republic of Kazakhstan is also concerned with the development of the renewable energy sector. Moreover, green energy technologies in combination with conventional technologies can result in more economic solutions for various applications. The transportation segment has recently experienced rapid development in Astana and one of the popular projects in the city is the construction of “warm” bus shelters. Nevertheless, there are several problems with current bus shelters such as insufficient space for passengers and the high costs of existing technologies. Thus, this project proposes the modernization of the shelter at “Cardiac Surgery Center” bus stop by using an optimal combination of clean and conventional energy sources. Three types of green energy technologies: ground source heat pumps, solar panels and wind turbines, are assessed for technical and financial viability. Thermal heating loads, originally served by electric heaters, are planned to be served in our proposal by combined geothermal and conventional electric heater system, whereas wind turbines and solar panels are intended to partly feed electric load.Item Open Access Designing and building a hybrid (electric/ic) UAV(Nazarbayev University School of Engineering and Digital Sciences, 2017-04) Baitlessov, Ruslan; Myrzakhmet, Aitbek; Sharipov, KuanyshIn comparison with conventional internal combustion (IC) engine power trains, a hybrid electric propulsion system with two or more energy sources has proved to be a more effective in terms of pollution rate, and a reduction of heat release and sound effects. For applications of hybrid electric/IC propulsion to vehicles and especially military, it has been demonstrated that considerable improvement of energy use by reducing fuel consumption required for basic functions occurs. Due to these factors, the use of unmanned aerial vehicles (UAVs) may be adopted to civil service as well. This might include detecting and monitoring disaster, hazards, and environment conditions, and reserving backup power for emergency. Based on the above information, this Capstone Project aims to develop the design a prototype of an economical and practical small scale tilt-rotor UAV, with emphasis on good performance characteristics, including high endurance, a rotor-tilting mechanism, payload capacity and vertical to horizontal transition stability. The main focus was on optimizing the aerodynamic parameters of fixed-wing prototype and combining the hovering abilities of a multi-rotor UAV. The CAD model built in SolidWorks, computational analysis and simulations of the vehicle performance in Ansys CFX related to this project are delivered as well. In addition, laboratory work was done in order to check performance of both the engine and generator.Item Open Access Design of load-and-misalignment-insensitive gearing for aerospace, automotive and naval applications.(Nazarbayev University School of Engineering and Digital Sciences, 2017-04) Akiltayev, Ali; Beysekenov, IlyasThe operation of gears is usually accompanied with noise and vibrations that are caused by various sources. Two of the major ones are load and misalignment, which induce high magnitudes of stress on gear teeth. Hence, the main aim of this project is to mitigate their effects by proposing new design topology, which will address both issues without compromising performance of power transmission. The approach to be used in reaching load-insensitivity is to apply tooth profile modifications along with preloading and torque splitting topology, while, possible solution to the misalignment issue is implementation of gear web modification. In both cases, parametric study is used to check behavior of different systems: in part of load analysis, mesh stiffness variation is analyzed using Kisssoft software and dynamics of entire system is analyzed in Matheamatica, while misalignment effects are studied using ANSYS static structural studies. The above studies led to several important findings. Firstly, during the studies of mesh stiffness we found that loaded transverse contact ratio is more important than theoretical one for obtaining mesh curve with minimal fluctuations. Namely when loaded TCR is slightly less than integer it is possible to achieve desirable constant mesh stiffness, while being exactly integer causes spikes in the curve. Secondly, applying tip relief to spur gears changes the relationship between theoretical and loaded TCR: in case of gears with tip relief, loaded TCR is less than theoretical one, while for ordinary gears loaded TCR is always higher than theoretical. Thirdly, when helical gears have high (over than 2) integer overlap contact ratio (OCR) the effect of TCR is almost negligible. Finally, real-time self-preloading was proved to enable achieving constant mesh stiffness for wide range of loads. Also, split-torque topology helps to reduce overall level of vibrations. To find a solution for gear misalignment, 4 different gear web designs were studied: ordinary, spoked, split-pinion (modification of spoked pinion) and multicomponent topologies. Several observations were made during the study. As it was expected, stress in ordinary gears gets more concentrated with increase of misalignment. Spoked pinion topology showed complicated behavior, but still was effective in terms of stress redistribution. Fragmented pinion and multicomponent topologies helped to achieve the best stress distribution, but have some limitations, such as high structural complexity of multicomponent pinion and high stress in the spokes of fragmented pinion. More studies should be conducted to find their optimal configurations.Item Open Access Hemodynamic Design Optimization of a Blood-wetted Medical Device associated to treatment oCardiovascular Diseases applying Computational Fluid Dynamics: Case study of Kazakhstan(Nazarbayev University School of Engineering and Digital Sciences, 2017-04) Kussaiyn, Nurassyl; Mendygarin, YertayThis project aims to the improvement and validation of a multiphase fluid dynamics numerical model of blood flow to provide more accurate modeling of blood damage occurring within blood-wetted medical devices. Heart diseases are responsible for a significant portion of deaths worldwide and particularly in Kazakhstan, where blood-wetted medical devices are increasing in their use as a vital tool in the treatment of these diseases, supporting patient’s lives or as a bridge to needed transplants. However, these devices can introduce problems associated with biocompatibility of the materials or due to prolonged large shear stresses acting on blood cells. Within the family of blood-wetted devices used for cardiovascular diseases, the Ventricular Assist Devices (VAD) are of profound consideration, especially nowadays in Kazakhstan. Computational Fluid Dynamics (CFD) is proven to be a very useful and promising tool to perform blood flow simulations, as it is less expensive and time-saving compared with in-vitro experiments with real blood. Nevertheless, there is still lack of agreement between scientists worldwide about accurate modeling blood damage using CFD tools. This project aims to recover a current state-of-the-art multiphase CFD model of blood and tackle some of its potential weaknesses to improve its predictability characteristics. In particular, an Eulerian-Eulerian multiphase model, developed by the advisor of this investigation and his graduate student team, with moderate accuracy on prediction of blood damage, will be subject to modifications to include a new sub-model based on the principles of Granular Kinetic Theory (GKT) aiming to a better capture of blood cells segregation, which is blamed as the main cause of inaccuracies of that model. The existing model improved the blood damage prediction from a predecessor homogeneous model by just incorporating a particle-like nature to red blood cells (RBC) and platelets (PLT) transported in the blood stream. However, at the beginning of this investigation there was still large space to improve the damage prediction. The major inaccuracy of the base model was hypothesized as its incapability of predicting the correct peak of concentration of platelets that is expected to occur very near the vessel wall, also called the Fahraeus-Lindqvist (F-L) effect. Indeed the base model designed to simulate a three-phase plasma-RBC-PLT fluid flow, considering interfacial interaction between PLT and RBC only with plasma in a single-particle-interaction approach, was capable to predict a peak of platelet concentration near the wall, but with intensity much lower than expected.Item Open Access Parametric geometrical modelling of wind turbine Blades & Hub.(Nazarbayev University School of Engineering and Digital Sciences, 2017-04) Kurmantayev, Aidar; Metey, Yerkegali; Nazarova, SaltanatWind turbine industry has substantially grown in last decades and is still becoming larger. Hence, effective ways to design wind turbines are needed. In this report, the procedure of parametric design of a wind turbine blade is presented. This is performed with the help of Grasshopper®, an application embedded into Rhinoceros 3D graphical design software. The process involves parametric construction of airfoil sections along the wind turbine blade. The geometry is modeled by taking advantage of Bezier curves, since they can be used to build nonlinear high curvature contours. Main feature curves in an airfoil are the camber, upper and lower sides, which are defined by a set of appropriately selected parameters. The generation of multiple airfoil sections enables us to construct a complete 3D shape with help of the lofting feature in Rhinoceros environment. Results can be further utilized for static or dynamic analysis. The aim of the project is to develop an algorithm that enables us to reconstruct any available wind turbine blade with maximum precision and to establish a verified solution method by reproducing published data for NACA 4412 in the subsonic flow regime. The blade design is described in detail in this report and all the stages are presented with appropriate illustrations.Item Restricted Design of multi-purpose sport complex and residential block at Nazarbayev University(Nazarbayev University School of Engineering and Digital Sciences, 2018) Iliyas, Nursultan; Orynbassar, Dauletkhan; Kabiden, Kuanysh; Kydyrmoldina, Bakytzhan; Urazalina, ElmiraItem Restricted Design of a multi-storey student resident building in Astana, Kazakhstan(Nazarbayev University School of Engineering and Digital Sciences, 2018) Korshibek, Adilet; Miribayeva, Gulnara; Talasbayeva, Tamila; Tleuken, Aidana; Uteulina, GuldanaItem Restricted Design a Multi-story Office Building in San Francisco, California, USA(Nazarbayev University School of Engineering and Digital Sciences, 2018-03-14) Utemuratova, Raushan; Karabay, Aknur; Mukhamedyarova, Aiaru; Kadylbekov, Arnur; Sovetbek, Magzhan; Zhang, Dichuan; Nguyen, MinhIn recent years, the commercial industry of San Francisco has seen a significant expansion with the number of new companies growing each year. To meet the rising demand for office space, the project of construction of the 18-story office building “Kolbeu” was developed by the engineering and design firm “AQ Company” LLP. The given report presents an updated full-scale architectural design and structural and geotechnical design of the building. The Kolbeu building is located in the Financial District of San Francisco and has the dimensions of 40x66m with a total gross area of 36,504 m^2. The building shape is distinctive with its inclined cut of 30 degrees to the horizon and solar panels installed on its rooftop. The Kolbeu can be occupied by 1,660 employees and has 150 parking slots in the building site in total. This report presents the requirements for floor and parking plans, landscape design, elevation views and other relevant technical drawings that were defined in accordance with the standards of CAD and the International Building Code (IBC). The chosen location is characterized with high susceptibility to seismic hazard, which defined the structural design of the Kolbeu. The building is to be constructed using precast concrete based on time and safety considerations. The report presents the design of a structural system, which includes the lateral force resisting system, gravity force resisting system, joints and structural members design. In addition, the calculations of the axial load, including dead and live load reduction, as well as the seismic and wind loads are provided. The finite element analysis has been conducted to verify the analytical model with hand calculations with further reinforcement detailing of structural members for ultimate and serviceability designs. Geotechnical design of the Kolbeu building was controlled by seismicity of the region and its susceptibility to liquefaction effect. The report describes the foundation designs, comparing deep pile and shallow foundation, analysis of the load transfer mechanism. The detailed design of the foundation with the ground. Additionally, the PLAXIS finite element analysis has been performed to verify the stability of the sheet piles construction. In Geotechnical part of the project, the design of the retaining structure, deep pile foundation, and pile caps have been performed. PLAXIS simulations regarding the sheet pile installation were done to validate the design. The design is done considering location challenges such as the dynamic behavior of the location soil. Moreover, post effects of the earthquake such as lateral spreading and soil softening were analyzed. In addition to it, jet grouting is offered to due weak soil conditions. The preliminary design of jet grouting is proposed. Above it all, another PLAXIS simulation of the earthquake is run to see the behavior of piles under lateral loading with and without the support of jet grouting. Lastly, the report provides an overview of construction management of the Kolbeu. The document includes an in-detail description of the project plan, its Work Breakdown Structure, scheduling estimations and risk analysis. In detail cost estimations for the project are provided as well and are based on the selected construction materials, equipment and labor cost.Item Restricted Renovation of multi-story old building in downtown(Nazarbayev University School of Engineering and Digital Sciences, 2018-04-13) Adilkhanova, Indira; Kussainov, Nurlan; Sheriyev, Almas; Kavkayeva, Dana; Turlybek, AluaDeterioration of old buildings in urban areas due to outdated structural, geotechnical, and architectural designs calls for the need of renovation in order to reuse those buildings. Renovation is becoming an effective way to extend service life of aging buildings, which are emerging as a crucial factor effecting resident’s wellbeing. Through performing renovation structure’s service live is extended, the living condition of its residents is improved, sustainable design is implemented, as well as structural strength, architectural and geotechnical designs are improved. For this project, a Soviet Union 5-storey precast concrete panel building located in the downtown area of Astana is chosen for renovation. The renovation includes downwards and upwards extension of the structure, namely construction of 2-storey underground parking and additional 2 storeys on existing building. Due to increased gravity load from additional storeys, the existing structure’s walls, slabs and connections between them are going to be strengthened and the old foundation is planned to be replaced to support the load of the new 7-storey structure and 2-storey underground parking. The project scope includes architectural modification of the structure’s exterior design presented as a 3D model in SketchUp software. The architectural plan of existing building is presented in AutoCAD drawings. As the entire project is performed based on American codes and the existing structure is constructed based on Soviet Union codes, the consistency of the existing structure’s space use and occupancy is checked and verified to be in an agreement with American codes. The data on interior environment, ceiling and flooring of the existing structure is collected and described in architectural design section. The modifications, in addition to construction of the parking and 2 storeys, also include construction of elevators, the selection and design of which is also described in architectural design section. The structural design includes analysis of existing building’s structural elements, specifically their strength and ability to withstand additional loads from upward modification, and the procedure and results of strengthening details. In order to proceed in this, design loads, which include dead, live, snow and wind loads, were calculated. Then, 3D model was built in SAP2000 software, from which internal design loads for each wall, slab and connections were obtained. Additionally, the internal design loads of specific members for one vertical and one horizontal case were calculated manually. The values obtained from SAP2000 for these cases and manual calculations were compared and verified. In addition to this, lateral drift analysis and check under wind load was performed. Based on the data on existing building’s structural members, namely reinforcement detailing, the design strength of each wall is calculated and presented in the form of M-N interaction curve. Design strengths of walls and joints are also calculated. From this analysis of design load and design strength, it is ensured that strengthening is not required as the walls, slabs and joints are able to sustain additional loads from vertical extension. Structural detailing of all members are provided in AutoCAD drawings. The geotechnical design was initiated by collecting data on soil profile of the region where the building is located. Based on the load from the structure, parking columns, slabs, micropiles and micropile connections are designed. Due to foundation replacement and excavation, dewatering is performed. Excavation process is designed in Plaxis to determine the settlement and ensure that it is within allowable limit. Sheet piles are also designed in Plaxis, as well as new foundation. The project management section involves the scope of the project, risk assessment and mitigation plan, health and safety plan, waste management plan, cost and time estimations, and risk management. Additionally, detailed Work Breakdown Structure and scheduling are prepared.Item Open Access Construction of steel plate I-girder bridge in Jeonju, South Korea(Nazarbayev University School of Engineering and Digital Sciences, 2018-04-16) Karymsakov, Nariman; Yesbergen, Baizhan; Amangeldy, Kanat; Sadyrbayeva, Akbota; Kenzheshova, AkgulDesigning a bridge is one of the complex engineering problems. In order to design a bridge, an engineer firstly needs to choose the type of bridge he is going to construct, and in the process of a design determine the most significant factors in the analysis and selection, and to develop a comprehensive understanding in designing a bridge. In this paper, our group has mainly focused on the structural part of the bridge such as analysis of the loads, and behavior of the bridge under stresses. It is also essential to understand material characteristics and behavior under the loads in order to maintain stability and duration. The specifications of the design criteria are met according to the AASHTO code.