https://elibrary.khec.edu.np/handle/123456789/26 2026-07-17T04:30:09Z https://elibrary.khec.edu.np/handle/123456789/911 Title: Structural analysis and design of multistory commercial building Authors: Bishal Bashyal (KCE077BCE017); Krishta Basukala (KCE077BCE029); Narayan Raj Bhandari (KCE077BCE037); Raj Bhandari (KCE077BCE037); Pratik Rai (KCE077BCE047) Abstract: As a part of four-year course on Bachelor�s Degree in Civil Engineering at Tribhuvan University, Institute of Engineering (IOE) at the final semester, students have to do a project work to implement theoretical knowledge acquired during study into the practical field. We have chosen to undertake the project work on �Structural Analysis and Design of Multistorey Building using IS code�. The main objective of the project work is to achieve the level of knowledge and practical understanding required to analyze and design high rise structure. This project incorporates all the stages of structural analysis and design through determination of loading parameters, preliminary design of the structural members, structural analysis and detailed design. Loads on building have been determined using IS Codes and they have been distributed accordingly. Preliminary design consists of assessment of dimension of structural members such as beams, and columns. Such Preliminary dimensions have been determined using basic building dimensions and provisions in the IS codes. Structural Analysis deals with analyzing the internal forces developed in the structural members as a result of different kinds of loading such as dead loads, live loads, earthquake loads, and other dynamic loads. Response spectrum analysis has been incorporated for analyzing the building. Structural Design deals with sizing various members of the structures to resist the internal forces to which they are subjected during their effective life span. The structural design has been checked in accordance to the detailing requirements mandatory for earthquake resistance. This report portrays the works needed for the analysis and design of building systematically in practical situation. We hope that the project will meet the desired objective. 2025-01-01T00:00:00Z https://elibrary.khec.edu.np/handle/123456789/912 Title: Detail engineering survey, design and cost estimation of sanga to tathali road (4+454 km) Authors: Bibek Khadgi(KCE077BCE012); Bishal Kaji Thapa (KCE077BCE019); Lokendra Bogati (KCE077BCE031); Madan Aryal (KCE077BCE032); Ankit Bhattaria (KCE077BCE044); Pranish Manadhar (KCE077BCE045) Abstract: There is a close relation between increment of transportation (roads and vehicles) and socioeconomic development of the nation. In the context of Nepal, transport system has not been well developed in Nepal due to mountainous topography, landlocked topography, backward technology and poor economic condition. However, road transportation is the most suitable system of transport in context of Nepal. The project "Detailed Engineering Survey, Design and Cost Estimation of Sanga to Tathali Road" aims to do geometric design and construct roadway connecting Sanga to Tathali, facilitating local agricultural and production area. The Sanga to Tathali road lies in Bhaktapur district under Suryabinayak Municipality. The starting point of our Class IV District Road for this project is Sanga Bus Stop and the ending point is Tathali Health Post approximately covering a distance of 4+454 kms. The carriage way width is 5.5m and has DBST pavement. The project involves complete surveying of project area using Total Station, GNSS device and pavement design was carried out following Road Note 31 guidelines. The road's plan and profile, along with cross-sections at 20m intervals were designed in SW-ROAD, incorporating necessary retaining structures and drainage facilities. Other softwares like Google Earth Pro, AUTOCAD, MS-Office tools etc. were also used. Finally after quantity and cost estimation Total Cost of Project including VAT was obtained as Rs. 185,165,797.52 and cost per km as Rs. 41,572,922.66. Thus, this report emphasis on the importance of road and the design, analysis and cost estimation of the Sanga Tathali Road as well as the different component of roads, factor affecting the design and advantages, problems encountered during the works of this project. 2025-01-01T00:00:00Z https://elibrary.khec.edu.np/handle/123456789/914 Title: Pre-feasibility study of upper pikhuwa khola hydropower project (5.28 mw) Authors: Bhabuk Raj Bhattarai (KCE077BCE010); Hari K.C. (KCE077BCE023); Prabin Sunuwar (KCE077BCE043); Prayush Kuamr Shrestha (KCE077BCE048); Sujita Nakhan (KCE077BCE081) Abstract: This project and study, namely �Pre-feasibility study of Upper Pikhuwa Khola Hydropower Project,� aims to determine the feasibility of the project. The project site is located in Bhojpur district, which is accessible at about 315 km from Kathmandu. The project started with a desk study, collecting relevant guidelines and codes, and outlining the tasks that was needed to be carried out during the project. Phase I of the project included the hydrological analysis. The hydrological and meteorological data was collected from Department of Hydrology and Meteorology. Average rainfall computation was done using Thiessen Polygon Method and Isohyetal Method. Flow analysis was done to determine the discharge design. The MIP method was adopted and design discharge was found to be 2.664 m3/s. Flood analysis for high flood, construction flood, and low flow was done using different methods like Gumbel Extreme Value Distribution, Log Normal Distribution Method, etc. Phase II of the project included Hydraulic Analysis, Cost Estimation and Financial Analysis. Different components of the headwork and the conveyance system were designed. The alignment starting from the headwork and ending at the powerhouse and the tailrace was set using the survey data. The tunnel length was 3070m and the length of the penstock map was 695m. Pelton turbine was selected due to the high head and low discharge of the project. The net head of the project was found to be 228.948m and finally installed capacity was calculated to be 5.28MW. The total cost of the project was estimated to be NRs. 1,13,86,37,780. The saleable energy of 26.258 GWhr helps to collect NRs. 14,22,79,000 annual income and NRs. 13,31,69,898 net annual income. The project feasibility was positive with both modified B/C ratio and conventional B/C ratio greater than 1. There were many limitations to the project. Site visit was not carried out and design was based on secondary data obtained from different sources. However, with the primary focus on the hydraulic design of civil structures and their sizing and arrangements concerning local constraints and suitability, the project was timely completed. 2025-01-01T00:00:00Z https://elibrary.khec.edu.np/handle/123456789/910 Title: Detailed design and modelling of a motorable prestressed concrete bridge Authors: Ram Bahadur Khadka (KCE077BCE050); Rija Jonchhe (KCE077BCE052); Rijan Adhikari (KCE077BCE053); Sanjaya Sejuwal (KCE077BCE067); Sashiva Nepal (KCE077BCE072); Sristi Sulu (KCE077BCE079) Abstract: The main aim of the project is to analyze, design and model an optimized structural design of a motorable prestressed bridge. The design and analysis strictly adhere to the Indian Standard and Nepal Standard codes to ensure compliance with established standards. The bridge is designed to meet site-specific requirements, including seismic and hydrological considerations. Given Nepal�s unique seismicity and topographical conditions, the report incorporates site-specific considerations to enhance structural resilience and long-term durability. Different loading scenarios, including static, dynamic, and vehicular loads, thereby facilitating a comprehensive assessment of stress distribution, deflection behavior, and overall structural performance were considered. The project concludes with a validated prestressed bridge design. The final output of the project is objected in the form of detailed drawings. 2025-01-01T00:00:00Z