The flexible area is evenly loaded. Knowing that q = 200 KN / m2, determine the increase in vertical stress at point A at a depth of 4 meters. x = 6m

Due to application of line loads qı and q2, the vertical stress increase at point A is 58 kN/m². Determine the magnitude of q2. 92 41 = 375 kN/m –7.5 m - →|<–5 m 5 m A

A concentrated load of P = 29 kN is applied to the upper end of a 2-m-long pipe as shown. The outside diameter of the pipe is D = 330 mm and the inside diameter is d = 300 mm. Determine the magnitude of the maximum vertical shear stress in the pipe. B Ⓒ 3.24 MPa O 2.41 MPa O 2.80 MPa O 3.57 MPa O 3.90 MPa O

The beam is subjected to the load at its end. Take P=4.2 kN and V = 2 kN. (Figure 1) Figure 1 of 1 30 mm VV 60 mm 2m B The beam is subjected to the load at its end. Take P = 4.2 kN and V = 2 kN .Determine the maximum principal stress at point B.

Determine the normal stress at segment CD. The cross-sectional area of bar ABCD is 600 mm^2.

1. The bar has a cross-sectional area of 400*106 m². If it is subjected to a uniform axial distributed loading along its length and to two concentrated loads, determine the average normal stress in the bar as a function of x, for 0.5 m < x≤ 1.25 m. -X 0.5 m w = 8 kN/m -6 kN 0.75 m 3 kN

Required information The tube shown has a uniform wall thickness of 12 mm. Take P = 19 kN. D HP E 28 KN 28 KN Determine the stress at points A and B. 16.11 MPa. The stress at point A is The stress at point B is MPa. 125 mm 75 mm

The cross-sectional area of bar ABCD is 600 mm². Determine the maximumnormal stress in the bar.

A concentrated load of 2200 kN is applied to the ground surface. Detemine the vertical stress increment due to this load at a point 6 m. below the ground surface and 4.8 m horizontally from the line of the concentrated load. Use Westergaard equation. #32 P=2200 kN z=6m A r-4.8m

2. Find the induced stress at point B at depth 20 ft below the surface. The bearing pressure on the area is 400 psf. 40 ft 35 ft 70 ft