03243ntm a2200373 i 4500 0 0 lcc 0 0 REF 10000 10000 REF 2019-10-11 0 FKASA .A353 2019 r Bc. T000000319 2019-10-11 00:00:00 2019-10-11 PSM 0 0 lcc 0 0 10000 10000 2019-10-11 0 CD12330 T000000320 2020-08-13 00:00:00 2019-10-11 PSM 90852 90858 MY-KuUP 20251125105402.0 t||||fr|||| 000 0 ta 191011t20192019my a|||fr|||| 000 0 eng d THE0008113(Local) hardback UMP eng UMP rda FKASA .A353 2019 r Bc. Muhammad Adib Azri Mohamad Nasaruddin, author. An experimental study of the structural capacity of rectangular concrete beam with rice husk concrete (RHC) under flexural test- 5% and 15% rice husk replacement / Muhammad Adib Azri Mohamad Nasaruddin Kuantan, Pahang : UMP, 2019 © 2019 xi, 113 pages : Illustrations (some color) ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Includes bibliographical references The purpose of this study is to investigate the ultimate loading capacity, maximum moment capacity and deflection that can withstand by a reinforced concrete with the replacement of certain percentage of fine aggregate or sand with raw rice husk. The percentage replacements of the raw rice husks involve in this study are 5% and 15% mixed with concrete grade C25/30. The total of sample that had been prepared is 9 reinforced concrete beams with dimensions of 1500mm x 150mm x 300mm for flexural test and 9 cube samples which dimension size is 150mm x 150mm x 150mm for compressive strength test. Within the 9 beam samples, 3 of it is for controlled sample as references and another 6 beam samples is for 5% and 15% of rice husk replacement respectively. The results from this study indicates that, the ultimate loading capacity between 5% raw rice husk replacement beam and controlled beam show no huge differences. However, the ultimate loading capacity decrease when the rice husk replacement increase up to 15%. In addition, the deflection of 5% testing sample and controlled beam sample shows positive outcome where both deflection value is quite same. For the 15% sample, the curve of deflection shows that the deflection occurs faster than other two samples. The maximum moment also keep decreasing when the 15% replacement of rice husk in the beam while no big gap between the controlled beam and 5% beam samples. The aim of this experimental study is to contribute the idea to construction industry in order to produce economical buildings with same quality of strength, help in saving the natural sources and also help the government on the issues of constraint landfill area. All the testing is conducted in laboratory by the competent technical staff and the result is gathered and analyse precisely. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Dissertations Theses lcc PSM