Print Date/Time : 21:08 Modeling, Integrated Design & Analysis Software MIDAS/Gen V 7.2.5 W I N D L O A D G E N E R A T I O N D A T A Y - D I R E C T I O N W I N D L O A D G E N E R A T I O N D A T A X - D I R E C T I O N STORY NAME PRESSURE ELEV. Part II : top level of the just below story of the specific story. Part I : top level of the specific story 2. Reference height for the wind pressure related factors(except topographic related factors) 1. Part II : Upper half part of the just below story of the specific story The reference height for the calculation of the wind pressure related factors are, therefore, considered separately for the above mentioned two parts as follows. Part I : Lower half part of the specific story 2.
WIND LOADS BASED ON UBC1997(Normal Force Method) _ Design Wind Loads : F = p * Area Design Wind Pressure : p = Ce1*Cq1*qs*Iw-Ce2*Cq2*qs*Iw Exposure Category : B Basic Wind Speed : V = 70.00 Importance Factor : Iw = 1.00 Windward Pressure Coefficient : Cq1 = 0.80 Leeward Pressure Coefficient : Cq2 = -0.50 Wind Stagnation Pressure : qs = 12.60 Scale Factor for X-directional Wind Loads : SFx = 1.00 Scale Factor for Y-directional Wind Loads : SFy = 0.00 - Wind force of the specific story is calculated as the sum of the forces of the following two parts. (Concrete Design) Description Combination (LCB) Load Combination List ACI 318-89 & AISC-ASD89 & AISI-CFSD86 (Steel Design) Description (Concrete Design) Description Member with spiral Reinforcement f = 0.75ģ. (Ultimate Strength Design, USD.)Ĭoncrete fc' at 28 days (Cylinder) fc' = ksc.įor Axial Compression, and Axil Compression with Flexure