- 540 mm 180 mm- 180 mm 60 mm → - B 30 kN

Two wood members of uniform cross section are joined using a simple glued scarf splice. Determine the normal and shearing stresses in the glued splice. The column is loaded in tension through the centroid with the load indicated. 2.4 kip 6" 60° 2.4 kip

Determine the maximum ram force P that can be applied to the clamp at D if the allowable normal stress for the material is sallow = 180 MPa.

Determine the state of stress at point q. The pipe has an inner diameter of D₁ = 1.0 in and an outer diameter of = 1.8 in. Use the exact expression for Q, if needed. Label the reultant forces on the cross section below. Report your answer (3x3 matrix) in psi to one decimal place. Do 4 in. Y 4 in. 150 lb 6 in. 50 lb 10 in. 200 lb 150 lb X N Y

Determine the principal stresses in the cantilevered beam at points A and B.

The rectangular bar is connected to the support bracket with a 19-mm-diameter pin. The bar width is w = 75 mm and the bar thickness is 20 mm. Each side of the bracket has the same dimensions as the bar. The average shear stress in the pin cannot exceed 120 MPa, the bearing stress in the bar cannot exceed 150 MPa, and the bearing stress in the bracket cannot exceed 150 MPa. Determine the maximum value of Pmax that can be supported by the structure. Answer: Pmax=

The 0.97 in diameter rod is subjected to the loads shown. Determine the normal and shear stress at point B.

Similar problem already solved on bartleby. Take reference from there.