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![Page 1: ARCH 614 Note Set 21.2 S2009abafaculty.arch.tamu.edu/media/cms_page_media/4210/NS21-2rebar.pdf · *Valid for fs = 0.6fy = 36 ksi, and single layer of reinforcement. Spacing should](https://reader033.vdocument.in/reader033/viewer/2022042214/5ebafa046f5bc52844281ce7/html5/thumbnails/1.jpg)
ARCH 614 Note Set 21.2 S2009aba
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![Page 2: ARCH 614 Note Set 21.2 S2009abafaculty.arch.tamu.edu/media/cms_page_media/4210/NS21-2rebar.pdf · *Valid for fs = 0.6fy = 36 ksi, and single layer of reinforcement. Spacing should](https://reader033.vdocument.in/reader033/viewer/2022042214/5ebafa046f5bc52844281ce7/html5/thumbnails/2.jpg)
ARCH 614 Note Set 21.2 S2009aba
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![Page 3: ARCH 614 Note Set 21.2 S2009abafaculty.arch.tamu.edu/media/cms_page_media/4210/NS21-2rebar.pdf · *Valid for fs = 0.6fy = 36 ksi, and single layer of reinforcement. Spacing should](https://reader033.vdocument.in/reader033/viewer/2022042214/5ebafa046f5bc52844281ce7/html5/thumbnails/3.jpg)
ARCH 614 Note Set 21.2 S2009aba
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![Page 4: ARCH 614 Note Set 21.2 S2009abafaculty.arch.tamu.edu/media/cms_page_media/4210/NS21-2rebar.pdf · *Valid for fs = 0.6fy = 36 ksi, and single layer of reinforcement. Spacing should](https://reader033.vdocument.in/reader033/viewer/2022042214/5ebafa046f5bc52844281ce7/html5/thumbnails/4.jpg)
ARCH 614 Note Set 21.2 S2009aba
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ARCH 614 Note Set 21.2 S2009aba
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ARCH 614 Note Set 21.2 S2009aba
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ARCH 614 Note Set 21.2 S2009aba
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