Typical types of column reactions I receive from most metal building suppliers are absolutely baffling! Can anyone shed light on the basic column reactions from building manufacturers such as LWIND2_R2E, F1PAT_LL_1, WIND_R1, WIND_R2, lWIND1_L23 represent? Are they referring to Fig 6-9 (ASCE7)...
Typical types of column reactions I receive from most metal building suppliers are absolutely baffling! Can anyone shed light on the basic column reactions from building manufacturers such as LWIND2_R2E, F1PAT_LL_1, WIND_R1, WIND_R2, lWIND1_L23 represent? Are they referring to Fig 6-9 (ASCE7)...
I have recently begun using Risa Foundation to design metal building foundations. Among some of the issues I have encountered, one in particular has me wondering...this is the matching of Risa load categories with the plethora of metal building load group designations. Please explain the...
