Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 70
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Test date: Jan. 12, 2017
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: 14346.58 lbs
Lateral displacement of wall @ peak load: 2.10 in.
Peak Load Cycle: 35
Observed Failure Mode: Vertical vertical chord tracks slightly buckle, bottom sheet tearing, screws pull out, screws
Screw Pull Out: Yes
Sheathing Tear: Yes
-5 -4 -3 -2 -1 0 1
Horizontal Displacement of Top Track(in.)
2 3 4
X I I II
I I I I I I I I I
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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/m1/78/: accessed May 21, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .