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58 R E L A S T ® D E S I G N M A N U A L Office building Gersthofen Problem Restoration reason Apostinstalled punching shear reinforcement was carried out in some areas of this office building Even though the building was newly constructed structural deficiencies were later recognized and the responsible structural engineer identified the need for more reinforcement in the vicinity of the columns in the top slab to prevent punching shear failure after loading Solution Postinstalled punching shear reinforcement with RELAST ® For subsequent punching shear reinforcement a total of 34 RELAST ® composite anchor bolts 16 x 350 mm were installed in the area of the columns The installation was carried out from the top side of the slab without disturbing the rest of the construction process Special features of the project • Installation of the RELAST ® screws from above • No obstruction of other construction activities 7 REFERENCE PROJECTS