ABC carrying a pure moment of M kN.m at point B. The cross-sectional area of the beam is shown in Figure Q3 (b). The yield stress of the material is 250 MPa and the material is assumed to behave linearly elastic-perfectly plastic. a) Where is the critical location for the beam and give ONLY ONE (1) reason b) Determine the moment to initiate yielding in the cross-section of the beam c) Find the value of M that can cause plastic collapse (fully plastic) in the cross-section of the beam at the critical location and sketch the variation of stress

Q: ults in a differential element at the poin a a 0.5 m

A:

Q: 2.) When an axial load is applied to the ends of the bar shown, the total elongation of the bar…

A: Given:- Total elongation of the bar between joints A and C = 0.15 in  Normal strain measured in…

Q: A pressurized cylindrical tank with flat ends is loaded by torques T and tensile forces P (see…

A: Given, r = 141 mm t = 6.5 mm p = 7.25 MPa T = 810 Nm

Q: Question # 2: Determine the state of stress at point A on the cross section at section a-a of the…

A: Determine the stress at point-A.  Show result in a differential element at point

Q: a) Determine the shape factor for a beam which has the cross-section given in Figure Q2(a). Assume…

A: The magnitude of the yield moment (My) = 6 kN-mThe yield stress of the material = 320 MPaTo…

Q: d. Calculate the bending stress in a layer 80 mm below the top surface of the beam at section B. e.…

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.