5 mm 20 mm 40 mm 6. Given the flat-bar as shown: .. Draw a single vertical line at the location where the bar would brea

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5 Mm 20 Mm 40 Mm 6 Given The Flat Bar As Shown Draw A Single Vertical Line At The Location Where The Bar Would Brea 1 (28.54 KiB) Viewed 27 times

5 Mm 20 Mm 40 Mm 6 Given The Flat Bar As Shown Draw A Single Vertical Line At The Location Where The Bar Would Brea 2 (48.74 KiB) Viewed 27 times

5 mm 20 mm 40 mm 6. Given the flat-bar as shown: .. Draw a single vertical line at the location where the bar would break as load Pis Increased until failure occurs (10 pts) Р r = 10 mm 20 mm b. What would be the stress (in MPa) at this location when P = 3.75kN? (10 pts) c: Does the design satisfy a factor of safety of 5 when made of 6061-T6 Aluminum? Be sure to provide evidence for your response (5 pts)
10 12 2. N- 9 2.6 1 24 25 2 к 40 2.0 26 10 20 18 15 24 1.6 - 1.2 IA -11 2.2 12 za 03 04 A LO 0 0.1 02 03 04 05 0.6 0.7 08 09 10 04 04 23 TABLE4 Cori offermatoforo 6061-T6 Mechanical Properties Metrics Ultimate Tensile Strength 310 MPa 5000 Tensile Yield Strength 26M 10000 pa Elongation at Break 12% IN Elongation at Break 17 Modulus of Blastoty GP 10000 Material SASI 651 11 16 13 4310 103 Oy Sol AISE ANO ASESI Am 410 TRX 10 2010 2143 213 6061 073 Dox1 2016 1418 10:31 1040 Steel, Cold Rolled Mechanical Properties Metric English Tensile Strength, Ultimate 620 MPa 19900 pl Tensile Strength, Yield 415 50200 Elongation at Break 25 25 Modulus of Blastoty 200 GP 29000 www.hewhere 14 x 10 118x10- OCHS MASTM ADRIAT The Al- HX10