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The use of laminated bamboo beams to be an alternative as one of the elements of building materials. Techniques such laminates can be used to form the building materials used as construction materials in large sizes. Previous studies have extensively covered the beam strength of laminated bamboo, type and pattern collapse crack. Some testing of the shear strength with the use of adhesive labur 60 MDGL, resulting in partial fracture or shear fracture between bamboo material and not occur in the adhesive. This research is directed to find out the effect of variation within the stake on the block against the shear strength of laminated bamboo. Comparison between high beam size and the width is two to one size (120 mm x 60 mm). Further tested the strength of the beam to the shear capacity with four variations within the stake is fox, Ligno and Rajawali. For laminated bamboo using bamboo outer skin on the surface of the beam as well as the use of adhesives labur 50 MDGL. The results showed that there was no significant difference in shear strengths between the four variations within the stake. Beam strength is highest test object 50