The Flanged Member Shown Below Is Subjected To An Internal Axial Force Of P 5700 Lb An Internal Shear Force Of V4700 1b 1 (29.15 KiB) Viewed 53 times
The Flanged Member Shown Below Is Subjected To An Internal Axial Force Of P 5700 Lb An Internal Shear Force Of V4700 1b 2 (28.84 KiB) Viewed 53 times
The flanged member shown below is subjected to an internal axial force of P-5700 lb, an internal shear force of V4700 1b, and an internal bending moment of M - 21100 lb-ft, acting in the directions shown น + The dimensions of the cross section are: by 8.0 in. ty=0,62 in d - 13.0 in. -0.31 in. The cross-sectional area of the flanged shape is 13.57 in. The moment of inertia of the shape about the yaxis is 52.94 in. The moment of inertia about the z axis is 42243in." Consider point Hifa 20 indetermine the normal stress, acting at point H. Note: Tensile normal stress is positive. Compressive normal stress is negative.
The dimensions of the cross section are: by - 8.0 in. -0.62 in. d = 13.0 in. tw-0.31 in. The cross-sectional area of the flanged shape is 13.57 in2. The moment of inertia of the shape about the y axis is 52.94 in 1. The moment of inertia about the z axis is 422,43 in Consider point H. If a = 2.0 in. determine the normal stress o acting at point H. Note: Tensile normal stress is positive. Compressive normal stress is negative. Answer: OH psi
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