02310nam a2200217 a 4500001001400000003000700014005001700021008004100038020002200079040000800101100002500109245013600134260003400270300005700304502008700361504002800448520154700476650002102023650002402044650002402068vtls000051943KUKTEM20251114204422.0110314t2010    my a   f m    000 0 eng d  aTHE0002613(Local)  aUMP0 aMohd Arif Mohd Rusli10aStudy of shear for steel fibre reinforcement concrete beam with ratio 0.10%, 0.30%, 0.50%, 0.70%  and 0.90% /cMohd Arif Mohd Rusli  aKuantan, Pahang :bUMP,c2010  axiv, 88 p. :bill. (some col.) ;c30 cm. +e1 CD-ROM  aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2010  aBibliography : p. 79-803 aNowadays, civil structure still faces with the same problem of uncontrolled flexural strength that can make cracks occured on the beam surface and can reach to the reinforcement bar. How to come this problem is by adding some additive materials like steel fibres. Steel Fibre Reinforced Concrete (SFRC) can be produced by adding some amount of fibre in the concrete mix. The function of SRFC is to overcome the problem of the concrete that has the weakness about the strength. The SFRC will be function to improve or increase the strength of the concrete due to the increase of the loading.  Steel Fibre Reinforced Concrete (SFRC) materials are very attractive for use in civil engineering applications due to their high strength-to-weight and stiffness-to-weight ratios, corrosion resistance, light weight and potentially high durability. For this study, the variable is the percentage of steel fibre. The percentage of steel fibre is 0.10%, 0.30%, 0.50%, 0.70% and 0.90%. All of this percentage is calculated in terms of volume. The objectives of this study are to find the significant of shear due to a variation of steel fibre ratios in beam design, to find out the value of compressive and bending stress of the samples and to compare and choose the optimum percentage of steel fibre contents in concrete structure respect to its shear strength. Concrete compression test and flexural test was conducted. The graphs used to present the results. Higher percent of steel fibre will give the higher value of shear, compressive and flexural. 0aConcretexMixing 0aReinforced concrete 0aConcretexAdditives