Load factors for temporary shoring?
Load factors for temporary shoring?
(OP)
When designing beams and columns that will be used to shore up a roof girder in order to repair a section of building column, is there a code mandated load factor that must be used to design the beams and columns that will temporarily support the column until it has been repaired? If so, what is the factor, and reference? If not, is 2 a reasonable number?






RE: Load factors for temporary shoring?
RE: Load factors for temporary shoring?