Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 74
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Length (N-S) 23.00
Roof Wx based on Roof DL, Rooftop MEP, Parapet and 1/2 of Upper Walls
2nd Level wx based on 2nd Floor DL, Less Clerestory, + 0.5 x (Upper Walls + Lower Walls)
Figure 21 illustrates three types of shear wall layouts for office building model
3-Story Office Building - 1st, 2nd & 3rd Floor
2-Story Office Building - 1st & 2nd Floor
5-Story Office Building - 5th Floor
_ 49.75 ' _Length (N-S) 23.00
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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/m1/82/: accessed May 19, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .