A steel beam of length L = 16 in. and cross- q=240 Ib'in. sectional dimensions b = 0.6 in. and h = 2 in. (see figure) supports a uniform load of intensity q = 240 Ib/in., which includes the weight of the beam. h=2 in. Calculate the shear stresses in the beam (at the cross section of maximum shear force) at points located 1/4 in., 1/2 in., 3/4 in., and 1 in. from the top surface of the beam. From these calculations, plot a graph showing the distribution of shear stresses from top to bottom of the beam. Also calculate the value of maximum and minimum bending stress (Choose at-least 4 point for a smoother curve) at the mid-length (S in) of the beam. You can use a graph paper. Also plot the 2-D stress element for the results obtained in this mumerical. b-0.6 in. L- 16 in.
A steel beam of length L = 16 in. and cross- q=240 Ib'in. sectional dimensions b = 0.6 in. and h = 2 in. (see figure) supports a uniform load of intensity q = 240 Ib/in., which includes the weight of the beam. h=2 in. Calculate the shear stresses in the beam (at the cross section of maximum shear force) at points located 1/4 in., 1/2 in., 3/4 in., and 1 in. from the top surface of the beam. From these calculations, plot a graph showing the distribution of shear stresses from top to bottom of the beam. Also calculate the value of maximum and minimum bending stress (Choose at-least 4 point for a smoother curve) at the mid-length (S in) of the beam. You can use a graph paper. Also plot the 2-D stress element for the results obtained in this mumerical. b-0.6 in. L- 16 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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