Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 68
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Test date: Sept. 9, 2016
Wall dimensions: 8 ft. x 4 ft. Studs: 350 T 125 - 68, 50 ksi Tracks: 350 T 150- 68, 50 ksi
Steel sheathing: Verco Decking, SV36, 22 ga, 80 ksi
Fastener: # 12 x 1 - 1/4" hex head washer self-drilling screws, 3/6 in. spacing
Hold-down: Simpson Strong Tie S/HD15S both side
Gravity loads: 5384 lbs
Test protocol: Cyclic test
+Peak load: 13837.10 lbs
Lateral displacement of wall @ peak load: 2.12 in.
Peak Load Cycle: 35
Observed Failure Mode: Vertical vertical chord tracks buckle right above the hold-down, bottom sheet tearing, screws
Screw Pull Out: Yes
Sheathing Tear: Yes
-5 -4 -3 -2 -1 0 1 2 3
Horizontal Displacement of Top Track(in.)
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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/m1/76/: accessed May 20, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .