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WIND LOADING FOR FOUNDATION DESIGN
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)...- arrass
- Thread
- Replies: 4
- Forum: Foundation engineering
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WIND LOADS
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)...- arrass
- Thread
- Replies: 0
- Forum: RISA Technologies: RISA-3D
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Load Categories
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...- arrass
- Thread
- Replies: 3
- Forum: RISA Technologies: RISA-3D
