02246cam a2200289 7i4500 0000054748 20230725090000.0 180813 Eng TSAM Library TJ145 VIC 2018 Victor, Kumala Putra 2018 Comparative study on the Design of Pad Foundation Based on BS 8110, EN 1992 adn ACI318. Nilai: INTI International University, January 2018. ♭2018. xvii, 89: ill.; 30 cm. text rdacontent unmediated rdamedia volume rdacarrier BCEGI 41 BEng (Hons) in Civil Engineering January 2018 FEQS-Civil 2018 This paper presents a comparative study of pad foundation design outcomes based on BS 8110, EN 1992 and ACI 318 by using design spreadsheets. This study compares the flexure, shear and punching shear performance, by considering axial load and biaxial moments. The study is focused on some critical input parameters: concrete cover, size of pad foundation and size of column based on a conventional building (residential and commercial). Pad foundation models have been developed by using Autodesk Robot Structural Analysis to verify the flexure and shear. The obtained results compared are leading to some conclusions. For bending performance, EC design requires less area of tensile reinforcement, followed by BS design and ACI design. For shear performance, ACI design results in the lowest shear stress, followed by EC design and BS design. For punching shear performance, EC design results in the lowest punching shear stress, followed by BS design and ACI design. For overall performance, EC design provides the most economical design, followed by BS design and ACI design. Being a project report submitted to INTI International University as a requirements for Bachelor Of Engineering (Hons) in Civil Engineering January 2018 under the managment and supervision of Faculty of Engineering & Quantity Surveying, INTI International University Dissertations, academic -- Engineering Civil Engineering BCEGI http://intilib.intimal.edu.my/equip-intin/custom/home.jsp