Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 81
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Seismic Analysis (LFRS) per ASCE 7-10
Occupancy Category II
Ie = 1.0
Ss = 1.50 Fa = 1.0 (Tab
S1 = 0.60 Fv = 1.5 (Tab
Site Class D
SMS = FaSs = 1.5 (Eq. 11.4-1)
SM1 = FvSi = 0.75 (Eq. 11.4-2)
SDS = 2/3 X SMS = 1.00 (Eq. 11.4-3)
SD1 = 2/3 X SM1 = 0.60 (Eq. 11.4-4)
Cs = 0.154 (Eq. 12.8-2)
Roof 20 (psf)
Floor 18 (psf)
Walls 10 (psf)
Rooftop MEP 3400 (lb)
Parapet 2933 (lb)
Width (E-W) 66.60 (ft)
Length (N-S) 49.80 (ft)
Story Height 9.84 (ft)
Roof Wx based on Roof DL, Rooftop MEP, Parapet and 1/2 of Upper Walls
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Lan, Xing. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets, thesis, August 2017; Denton, Texas. (https://digital.library.unt.edu/ark:/67531/metadc1011859/m1/89/: accessed May 26, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .