TINJAUAN KUAT GESER CARBON FIBER REINFORCED POLYMER WRAP DI PERUMAHAN MILALAMAS No.6

Abstrak

The reinforced concrete beam structure is an important part of the building structure and aims to carry transverse loads in the form of flexural, shear and torsional loads, reinforced concrete beams are very easy to experience shear cracks and flexural cracks if their strong capacity does not meet the load carried. Along with the times, the reinforcement mechanism  structures with larger capacities are always investigated for engineering needs, one of which is Carbon Fiber Reinforced Polymer Wrapp. Therefore, in this study, research will be conducted on the flexural strength of Carbon Fiber Reinforced Polymer which has been used as a reinforcement for the housing beam structure No.  6 in Milala mas, on the first floor of the building, the columns were cut to achieve the aesthetics of the room, therefore in order for the building not to malfunction after the middle column was cut, the columns and beams were strengthened, but in this study the author focused on strengthening the structure.  For beams with CFRP Wrapp, this analysis was carried out using the Preferred Reporting Items for Systematic Reviews and Meta-Analyses method, or what is often referred to as PRISMA. Based on the experimental literature study of theoreticians on the shear strength of CFRP Wrapp.  After analyzing the structure of the Titi Layang HKBP beam for three months from the first day it was completed reinforced with CFRP plates, the result is that the beam structure does not experience any changes to the existing concrete and does not experience cracks.