50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on...
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN mm 160 mm 75 mm 95 kN 65 kN 150 mm 30 mm
50 mm Problem3 A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN 120 mm 160 mm 75 mm 65 kN 5 kN 150 mm 30 mm Problem 3-Solution
Problem 1 A beam with an I-cross section, is subjected to the internal loadings shown. Determine the stresses acting on particles H and K and sketch them on a properly oriented element. 35 mm 6 mm H13.2 kN 15 mm 8.5 kN 6 mm 65 mm 2.1 kN-m 15 mm 50 mm 6 mm
2-) The 400x800-mm cantilevered beam shown is subjected to the loads indicated. Determine the principal stresses and the principal angle at point A. 800 mm 200 mm 200 mm 160 KN 60 kN-m + 210 KN
Given y-bar = 29.29 and I = 511,282.69 mm^4 A beam with an I- cross section, is subjected to the internal loadings shown. Determine the stresses acting on particles H and K and sketch them on a properly oriented element 35 mm 6 mm H 13.2 kN 15 mm 8.5 kN 6 mm 65 mm 2.1 kN-m 50 mm 6 mm
Given y-bar = 29.29 and I = 511,282.69 mm^4 A beam with an I- cross section, is subjected to the internal loadings shown. Determine the stresses acting on particles H and K and sketch them on a properly oriented element 35 mm 6 mm H 13.2 kN 15 mm 8.5 kN 6 mm 65 mm 2.1 kN-m 50 mm 6 mm
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside diameter of 325 mm and an inside diameter of 305 mm Determine the stresses acting on points H and K and sketch them on properly oriented elements. 2.5 m 1.5 m 9 kN 17 KN 6 m 4m 13kN
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside diameter of 325 mm and an inside diameter of 305 mm Determine the stresses acting on points H and K and sketch them on properly oriented elements. .5 m 1.5 m 9 kN 17 kN 6 m 13 kN 4 m Problem 2-Solution
The stresses on element A are as shown. Using Mohrs circle: a) Determine the stresses on element B and show these on a sketch of a properly oriented element. b) Determine the principal stresses and show these on a sketch of a properly oriented element. c) Determine the maximum and minimum shear stresses and associated normal stresses and show these on a sketch of a properly oriented element. у Y1 4.0 MPa 2.0 MPa A B 35° 1 1.0 MPa...
Problem 73-2 An element in plane stress is subjected to stresses σ.-105 MPa, dry-75 MPa, and Try-25 MPa (see the figure for Prob. 7.2-2) Determine the principal stresses and show them on a sketch of a properly oriented element.