EXAMPLE 6-16 The beam shown in Fig. 6-29a has a cross-sectional area in the shape of a channel, Fig. 6-29b. Determine the maximum bending stress that occurs in the beam at section a-a. 2.6 kN 2m a 1m y=59.09 mm N 15 mm- -250 mm- C A 20 mm 200 mm -15 mm

Q: 2. Determine the shearing stress in each of the four walls of a portion of a structural aluminum…

A: Given, Torque =3 kN-m=26.55 kip-in Dimension=100×51 mm=3.93×2 in Wall thickness=4 mm=0.15 in.

Q: 2.28. The three bars shown in Fig. 2-45 support the vertical load of 5000 lb. The bars are all…

A: I have attached the image below Explanation:Step 1:Step 2:

Q: 9.9. A curved beam with a rectangular cross section strikes a 90° arc and is loaded and supported as…

A:

Q: 933. For the state of stress shown in Fig. P-933, determine normal and shearing stresses on the…

A:

Q: 906. The bent steel bar shown in Fig. P-906 is 200 mm square. A = 29.2 MPa; og = 4.2 MPa Determine…

A:

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.