different cross section designs (WWF and reactangle), a) Calculate the max tensile stress and shear stress for each design. For the WWF beam, you may calcualte the average shear stress by considering the web contribution only. b) Sketch the distribution of normal stress and shear stress along the height of each cross section. c) Compare the max stress and the cross sectional area of each design and discuss which design is more efficient. 20 mm: 20 mm: B 20 mm C - 150 mm 150 mm 104mm -250 mm- The moment of inertia for the WWF section is I=310.3 x 106 mm². 320mm
different cross section designs (WWF and reactangle), a) Calculate the max tensile stress and shear stress for each design. For the WWF beam, you may calcualte the average shear stress by considering the web contribution only. b) Sketch the distribution of normal stress and shear stress along the height of each cross section. c) Compare the max stress and the cross sectional area of each design and discuss which design is more efficient. 20 mm: 20 mm: B 20 mm C - 150 mm 150 mm 104mm -250 mm- The moment of inertia for the WWF section is I=310.3 x 106 mm². 320mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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