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3 with the following site conditions:
Z = 0.30 (Table 16-I)
Soil Profile Type = Sd (Table 16-J)
I = 1.25 (Table 16-K)
Seismic Source Type = B (Table 16-U)
Ca = 0.36 (Table 16-Q)
Near Field Factor Na = 1.00 (Table 16-S)
Near Field Velocity Factor, Nv = 1.00 (Table 16-T)
Rw = 8.5 (Table 16-N)
The seismic forces used in this building are based upon a “regular shaped†building...
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However, a separate dynamic analysis and design were provided as a spot check of the main frames resisting lateral forces.
Wind Loads
The design wind pressures will be in accordance with Division III Chapter 16 of the UBC 1997 edition of UBC. The structure is considered to be at locations of most severe exposure with basic wind speeds of 80 mi/hr or greater...
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