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Due to the increase in infrastructural developments, the demand for concrete would increase in the future. The main objective of the study is to look into the shear behaviour of hybrid fibre reinforced geopolymer concrete beams. Test specimens of 1200 mm ×150 mm × 100 mm size were used for the study. A 20-30% of Fly ash by the mass was replaced by GGBS. The variable used were percentage of steel fibre by volume fraction, viz., 0.0%, 0.5%, and 1%, and basalt fibre volume fraction, viz., 0.0%, 0.15%,and 0.3%. The concentration of sodium hydroxide was 12 Molar and 14 Molar in geopolymer concrete. For curing, temperature was fixed as 600C for 24 hours. The geopolymer specimens were cured by using steam curing chamber. The specimens were cured after the rest period of three days. A trail and error process was used to obtain proper mixture proportion for geopoymer concrete. The specimens were tested after the age of 7 days. 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Due to the increase in infrastructural developments, the demand for concrete would increase in the future. The main objective of the study is to look into the shear behaviour of hybrid fibre reinforced geopolymer concrete beams. Test specimens of 1200 mm ×150 mm × 100 mm size were used for the study. A 20-30% of Fly ash by the mass was replaced by GGBS. The variable used were percentage of steel fibre by volume fraction, viz., 0.0%, 0.5%, and 1%, and basalt fibre volume fraction, viz., 0.0%, 0.15%,and 0.3%. The concentration of sodium hydroxide was 12 Molar and 14 Molar in geopolymer concrete. For curing, temperature was fixed as 600C for 24 hours. The geopolymer specimens were cured by using steam curing chamber. The specimens were cured after the rest period of three days. A trail and error process was used to obtain proper mixture proportion for geopoymer concrete. The specimens were tested after the age of 7 days. 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