5. [0/16.66 Points] DETAILS PREVIOUS ANSWERS GGMECHMAT9 8.5.002. MY NOTES ASK YOUR TEACHER A W 310 x 52 steel beam is su

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5 0 16 66 Points Details Previous Answers Ggmechmat9 8 5 002 My Notes Ask Your Teacher A W 310 X 52 Steel Beam Is Su 1 (220.11 KiB) Viewed 31 times

5. [0/16.66 Points] DETAILS PREVIOUS ANSWERS GGMECHMAT9 8.5.002. MY NOTES ASK YOUR TEACHER A W 310 x 52 steel beam is subjected to a point load P = 44 kN and a transverse load V = 22 kN at B. The beam has length L = 2 m. See this table for beam properties. (Assume that the structure behaves linearly elastically and that the stresses caused by two or more loads may be superimposed to obtain the resultant stresses acting at a point. Consider both in-plane and out-of-plane shear stresses unless otherwise specified. Due to the nature of this problem, do not use rounded intermediate values in your calculations-including answers submitted in WebAssign.) D B. D hi 2 с (a) Calculate the principal normal stresses and the maximum shear stress on element located on the web right below the top flange and near the fixed support. Neglect the weight of the beam. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude.) IX MPa X MPa Imax - MPa 0 - 69.7 0 - 10.925 (b) Calculate the principal normal stresses and the maximum shear stress on an element at centroid (see figure). Neglect the weight of the bear. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude.) 01 = | мРа MPa Tmax = MPa