A C 200 x 17.1 channel section has an angle with equal legs attached as shown; the angle serves as a lintel beam. The combined steel section is subjected to a bending moment M having its vector directed along the z axis, as shown in the figure. The cent roi d C of the combined section is located at distances x t and y c from the centroid (C 1 ) of the channel alone. Principal axes y l and y v are also shown in the figure and properties I x 1 ,I y 1 and 0 p are given. Find the orientation of the neutral axis and calculate the maximum tensile stress e x and maximum compressive stress if the angle is an L 76 x 76 x 6.4 section and M = 3.5 kN - m. Use the following properties for principal axes for the combined section:/^, = 18.49 X 10 6 nrai 4 ,/ ; | = 1.602 X 10 6 mm 4 , e p = 7.448*(CW),_r £ = 10.70 mm,andv f = 24.07 mm.
A C 200 x 17.1 channel section has an angle with equal legs attached as shown; the angle serves as a lintel beam. The combined steel section is subjected to a bending moment M having its vector directed along the z axis, as shown in the figure. The cent roi d C of the combined section is located at distances x t and y c from the centroid (C 1 ) of the channel alone. Principal axes y l and y v are also shown in the figure and properties I x 1 ,I y 1 and 0 p are given. Find the orientation of the neutral axis and calculate the maximum tensile stress e x and maximum compressive stress if the angle is an L 76 x 76 x 6.4 section and M = 3.5 kN - m. Use the following properties for principal axes for the combined section:/^, = 18.49 X 10 6 nrai 4 ,/ ; | = 1.602 X 10 6 mm 4 , e p = 7.448*(CW),_r £ = 10.70 mm,andv f = 24.07 mm.
A C 200 x 17.1 channel section has an angle with equal legs attached as shown; the angle serves as a lintel beam. The combined steel section is subjected to a bending moment M having its vector directed along the z axis, as shown in the figure. The cent roi d C of the combined section is located at distances xtand ycfrom the centroid (C1) of the channel alone. Principal axes yl and yvare also shown in the figure and properties Ix1,Iy1and 0pare given.
Find the orientation of the neutral axis and calculate the maximum tensile stress exand maximum compressive stress if the angle is an L 76 x 76 x 6.4 section and M = 3.5 kN - m. Use the following properties for principal axes for the combined section:/^, = 18.49 X 106 nrai4,/;| = 1.602 X 106 mm4, ep= 7.448*(CW),_r£ = 10.70 mm,andvf= 24.07 mm.
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Chapter 6 Solutions
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