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Faculty of Engineering and Applied Science | Faculty of …hmarzouk/Beam Design.pdf · 2005-11-18 · 00 ENGINEERED MASONRY DESIGN DES j 00 0.010 0.009 0.008 0.007 fy = JOO 0.006

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Page 1: Faculty of Engineering and Applied Science | Faculty of …hmarzouk/Beam Design.pdf · 2005-11-18 · 00 ENGINEERED MASONRY DESIGN DES j 00 0.010 0.009 0.008 0.007 fy = JOO 0.006
Page 2: Faculty of Engineering and Applied Science | Faculty of …hmarzouk/Beam Design.pdf · 2005-11-18 · 00 ENGINEERED MASONRY DESIGN DES j 00 0.010 0.009 0.008 0.007 fy = JOO 0.006
Page 3: Faculty of Engineering and Applied Science | Faculty of …hmarzouk/Beam Design.pdf · 2005-11-18 · 00 ENGINEERED MASONRY DESIGN DES j 00 0.010 0.009 0.008 0.007 fy = JOO 0.006
Page 4: Faculty of Engineering and Applied Science | Faculty of …hmarzouk/Beam Design.pdf · 2005-11-18 · 00 ENGINEERED MASONRY DESIGN DES j 00 0.010 0.009 0.008 0.007 fy = JOO 0.006
Page 5: Faculty of Engineering and Applied Science | Faculty of …hmarzouk/Beam Design.pdf · 2005-11-18 · 00 ENGINEERED MASONRY DESIGN DES j 00 0.010 0.009 0.008 0.007 fy = JOO 0.006

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Jure Leskovecand AnandRajaraman · 2/4/2010 Jure Leskovec & Anand Rajaraman, Stanford CS345a: Data Mining. 0 008 0.009 0.011. 0.007 0.005 0.005 0.005 0 004 0.004 0.004. 2/4/2010 Jure

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