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swimming pool is a large room constructed where people eat meals and share ideas outside the meals time. The project focuses on the construction of a modern swimming pool that serves all the heart of our institution providing a space for social interaction. The swimming pool is more than just a place to eat; it is an important place where students and staff come together to share meals, ideas and experience. The proposed swimming pool will be designed to accommodate dietary need for people. It will feature sitting areas flexible dining spaces for events. The swimming pool will have different offices in it. It will have some rooms which will have catering places so as to enable the people with physical disabilities to access food and all members of the college community. It will be a place where the entire college will come to eat together showing togetherness. The construction of this swimming pool is an investment is overall well- being of college community. It promotes a sense of belonging. The researcher recommends that a construction of a modern swimming pool to solve the problems.

The study was todesign a water supply system for Kisii School in Kisii Central district. The study was guided by the following objectives mainly to increase access to safe adequate and sustainable water, sanitation and hygiene service delivery. And specifically to characterize and determine the quality of the available water sources, to determine water demand for the community and to design an effective water supply system. The project was carried out with in Ikamiro parish and covered a design and layout distribution of the pipes. The project consisted of design of accessing water demand for water supply, design of storage reservoirs, selecting suitable source and design pipe network system. Desk study was employed in collecting data related to Population of Kisii Ikamiira parish, operation and maintenance of water supply system among others. It included thorough search through the internet, reading the available journals, Lecture notes from KIU and different university concerning the subject under study. The Kenya Water Supply Design Manual second Edition (2000) was used in the design of the system. The researchers recommend that the local council authorities and the community should fully be involved in the implementation of the design alongside the contractors. This is to instill ownership of the scheme in the community minds and provide community members with the skills for the upcoming tasks.

Water is important for human beings; it is used for personal hygiene, drinking, food cooking, toilet-flushing and other domestic activities. In Kisii High School there is a problem of lack of water which causes inhabitants to suffer from all problem caused by insufficient water for daily use. This project was selected to contribute in solving the serious problem concerning insufficient water in Eastern Province. The equalization water tank was designed to increase the available quantity of water to satisfy the population of students for at least four years. During this research I used internet, books and other source of information to base my design standard requirements. The calculation begins by considering the volume required, which is 2084.3 m3 with height of 6.2m, freeboard height= 0.2m,The section area of tank is 347.38m2 for the design of the whole tank to be accurate determined

The Structural and Architectural design G+7 buildings which include hotels, apartments, and head offices are the subject of this initiative. The goal is to reduce the building's negative environmental effects while optimising energy efficiency and occupant well-being through the use of eco-friendly materials and technologies. Important elements consist of: Sustainable Materials: Reducing reliance on conventional building materials by using bio-based composites, locally sourced lumber, and recycled materials. Energy efficiency is the use of high-performance insulation, solar panels, and passive design techniques to reduce energy use and dependency. All the chapters and other main points in this project are numbered to help those who may need to use it, to easily reach an interesting section by omitting others. This project also has been compiled referred to various document of many authors and by using equations provided in codes of practice, with a focus on British standard (BS). The analysis begins with the evaluation of all loads that are expected to be carried by the structure including its self-weight to determine the foundation’s dimensions. In the architectural design, the plans are conceived in order to show dimensions of building, and the shape of building also its height. About structural design, this project details only foundation by following BS 8110-1:1997 and BS 6399-1:1996. On the basis of the results, the detailed plans are presented. The design criteria were conducted mainly based on British Standards (BS). The PROKON software and excel spread sheet was used for some design of member but in the most part I have been using the manually way. Structural Design Details: 1. Slab Design: • The slab was designed with a cover of 25mm, a thickness of 30cm Provided reinforcement: As = 452mm² with 4T12 The slab was evaluated for deflection and deemed satisfactory, with both maximum positive and negative moments being adequately resisted. No shear reinforcement was required, as the shear stress (0.3 N/mm²) was well below the shear capacity (0.38 N/mm²). 2. Beam Design: • The beam was designed with a total height of 0.75cm, aligned with ly/12 and ly/8 requirements. • Reinforcement provided: 7T16 bars (1407mm²). 3. Column Design: • The most loaded column (C-C2) was designed as a square column with dimensions of 400mm x 400mm. Effective heights: 6000mm along the major axis, 3500mm along the minor axis. The column was classified as a braced short column. 4. Footing Design: • The footing was designed for a soil bearing capacity of 250 kN/m². • A square footing of 1.6m x 1.6m was selected, keeping the design stress within the soil’s bearing capacity. 5. Stair Design: • The stair was designed for a height of 3400mm between the ground and first floors, with a flight length of 3.3m at an angle of 27.9°. The design included 11 risers and 10 goings, each 3300mm in dimension. Moment for the flight: 30kNm. This detailed overview covers both the structural design aspects of the project, ensuring compliance with design standards while contributing to the growth of Camp Kisii’s urban landscape.

In order to ensure the building stability, it was necessary to determine the adequate dimensions of structural elements; this project deals with the calculation and design of reinforced concrete structure. Several figures and tables have been used to illustrate the text and contribute to a better understanding of the subject matter. The proposed apartment building is 23.25 m x 18 m dimensions. It is three-storey building and it has bedrooms, living rooms, dining rooms and bathrooms. The height of each floor is 3.20 m. All the building members (slabs, columns, foundations and stair) are calculated by analytical method by using the basic knowledge in civil engineering. The height of the beam is 55 cm; its width is 20 cm whereas the width of flange is 90.7 cm for longitudinal beams. The maximum and minimum bar of reinforcement bar at top for all beams is Ø16 the same to the reinforcement at bottom. The critical panel of slab was designed, slab thickness is 15cm the maximum size of reinforcement bar is Ø12mm .The high loaded column was designed and the maximum reinforcement bar size is Ø25mm.Links of Ø8 mm at 300 mm center to center were provided to hold main reinforcement bars. Foundation were designed by considering the bearing capacity Pb= 320 KN/m2 and designed upper load from columns. Each designed foundation is 200*200*50 cm and the maximum reinforcement bar is Ø20 mm in foundation. In order to provide access from floor to next floor stair was designed .Going of stair is 300 mm, riser is 150 mm, the flight height is 160 cm and its pitch is 29.530, that stair is reinforced by Ø16 mm.

This dissertation is a detailed study entitled "Architectural and Structural Design ofThree-Storey Modern Market Building: Case Study of Kisii Central District." The object in question is a three-storey modern market building measuring 52.153 length x42.995 width with main features like balconies, washrooms, bedrooms, verandahs, and kitchens. Each floor stands at a height of 3.80 m. The structural analysis applied general principles in civil engineering to carefully design key items such as beams, slabs, columns, foundations, and stairs. The longitudinal had a depth of 800 mm and a width of 300 mm, with a wing width of 907 mm using Ø40 mm reinforcement bars both on the upper and lower sides. Slabs were divided into three categories, namely continuous and discontinuous. Slabs had 15 cm thickness and were supported by Ø12 mm reinforcement bars. Columns of the mix contained Ø40 mm bars with Ø8 mm links at 144 mm centre to centre. The bearing capacity Pb = 400 KN/m 2 was used for the foundation design, which gave the foundation dimensions 4000*4000*500 mm, reinforced with Ø20 mm bars as the significant reinforcement. Stairs providing access between the floors were constructed with a going of 305 mm and a riser of 160 mm. The flights rose 200 cm with a pitch of 29.53 0. The reinforcement included Ø16 mm bars at the bottom and Ø8 mm bars at the top. This dissertation presents a detailed study of the structural details involved in the construction of a three-story apartment building. It gives insight into the best construction practices through careful analysis and design, considering a context that differs from any other: the Kisii Central District.

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