![]() Usually by using three types different splices are prepared, lap. ![]() The length of the lapsplices that sufficed could have flexural strength that was same or more than the beam without splices. Proper splicing of reinforcing bars is so important to integrity of reinforced concrete. Average yield stress of deformed steel bar D7,32 was 344,50 MPa.Increasing the length of the lap splices from minimum length lap splices that was needed did not givethe significant influence towards flexural strength of reinforced concrete beam. The results of this research was gotten average compression strength ofconcrete cylinder was 29 MPa. Thetesting of the beam with two point loads in loading frame that was equipped with hydraulic jack andload cells to give the load. The beam test was consisting of 9 length lap splices variationsthat respectively the variation consisted of 2 test beams. In this thesis, for automatic crack detection, some modern digital image processing techniques. In this research was used 18 beam testwith the dimension 20 x 20 x 120 cm. Residual Strength Analyses of Riveted Lap-Splice Joints. The aim of this research was to know influence length of the lap splices type contact lapsplice towards flexural strength of reinforced concrete beam. The length of the lap splices that was needed must be calculated to avoid the failure ofspliced. Lap splices are the most common because the price was moreeconomical. Limitations on the length ofreinforcement bar need spliced. Because limitations in process of transportation then length of reinforcement bar were produced bysteel industry that is available in the market generally classified.
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