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ARCH 614 Note Set 21.2 S2009abafaculty.arch.tamu.edu/media/cms_page_media/4210/NS21-2rebar.pdf ·...

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ARCH 614 Note Set 21.2 S2009aba 1

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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

ARCH 614 Note Set 21.2 S2009aba

1

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

ARCH 614 Note Set 21.2 S2009aba

2

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

ARCH 614 Note Set 21.2 S2009aba

3

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

ARCH 614 Note Set 21.2 S2009aba

4

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