A wide-flange beam (see figure) is subjected to a shear force V. Ⓡ Using the following dimensions of the cross section,

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A wide-flange beam (see figure) is subjected to a shear force V. Ⓡ Using the following dimensions of the cross section,

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A Wide Flange Beam See Figure Is Subjected To A Shear Force V Using The Following Dimensions Of The Cross Section 1
A Wide Flange Beam See Figure Is Subjected To A Shear Force V Using The Following Dimensions Of The Cross Section 1 (51.92 KiB) Viewed 27 times
A wide-flange beam (see figure) is subjected to a shear force V. Ⓡ Using the following dimensions of the cross section, calculate the moment of inertia and then determine the following quantities. b = 180 mm, t = 12 mm, h = 415 mm, h₁ = 360 mm, V = 120 kN Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. (a) the maximum shear stress max (in MPa) in the web MPa (b) the minimum shear stress min (in MPa) in the web MPa (c) the average shear stress Taver (obtained by dividing the shear force by the area of the web) and the ratio Taver= 0 max = faver Vweb = Vweb = V MPa (d) the shear force Vweb (in kN) carried in the web and the ratio web V KN *max (Enter your answer for Taver in MPa.) Taver
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