4. The rectangular section of the following bar is subjected to an eccentric tensile force of 3 kN, as shown (centered between right and left edges, but shifted 150 mm up from the bottom edge of the section). Compute the stresses at the top and bottom fiber of the section (max and min y coordinates), identify the y location of the neutral axis N.A., and sketch a 2D stress profile on the section. (2 points) 20mm 3kW 150mm 200mm REQ'D - STRESSES AT TOP AND BOTTOM OF SECTION - LOCATION Y OF. N.A. - 2D STRESS PROFILE

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Q: five

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Q: Who designed the structures at Harvard?

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