Part B - There are 3 questions in this part Refer to your email from Tim which defined values of the different variables

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Part B There Are 3 Questions In This Part Refer To Your Email From Tim Which Defined Values Of The Different Variables 1 (70.87 KiB) Viewed 33 times

Part B There Are 3 Questions In This Part Refer To Your Email From Tim Which Defined Values Of The Different Variables 2 (53.94 KiB) Viewed 33 times

Part B There Are 3 Questions In This Part Refer To Your Email From Tim Which Defined Values Of The Different Variables 3 (10.8 KiB) Viewed 33 times

Part B - There are 3 questions in this part Refer to your email from Tim which defined values of the different variables. In particular refer to the OneSteel Section Type B given in the email. The cross section is changed so that the flange thickness is now doubled, but otherwise the total depth, width and web thickness stay the same, as per the diagram below. 246 given section →114 xx new section (not to scale) T 41 14 ↑ 2te

Question B1 What is the horizontal location of the centroid (in mm) of the new section - - as measured from the left edge of the web? Ignore the effect of the corner radii between the flange and web (ie assume all intersections are perfect right angles). 6.83 Question 8 2 pts Question B2 What is the second moment of area of the new section about the horizontal centroidal axis (in mm4) ? Ignore the effect of the corner radii between the flange and web (ie assume all intersections are perfect right angles). You will not be able to enter your answer using exponential powers of 10 - eg if the answer is 3.456 x 106 you would need to enter 3456000. 520,833.3

Designation 380 PIC Yield Stress Flange 1, MP 280 MP 120 Form Factor K 300PLUS 1.00 About s 2₂ 946 About a Load A 2 10mm 115 ܕܐ 10mm 134 Yield Stress Fange 4 340 Web 360 Form Factor K 100 2 10mm AS/NZS 36791-350 146 About Load A 2 10 mm 104 Load 2 Onn 134 Designation 380 PFC