Q. A simply supported beam is carrying a uniformly distributed and a gradient distributed loads as shown in Figure 1. Given that the maximum shearing stress is 270 MPa, determine the value of w.

Q: A simply-supported beam of length 3L is. subjected to the loading shown in the figure. P L P L It is…

A:

Q: The pin-connected structure shown below is loaded by a horizontal load of 10 kips and a vertical…

A: We must follow a step-by-step process in order to solve this structural analysis problem utilising…

Q: A cantilever beam of length L and a cross section with shape factor f supports a concentrated load P…

A:

Q: A uniform structural tubing column AB with a height of 4 m has a cross section as shown in Figure…

A: The given data is shown below: Height=4mE=200 GPaA=2285 mm2r=37.5 mmI=3.33×106 mm4F=2e=18.75 mm

Q: .T-profile cross-section overhanging beam is loaded as shown in the figure .a) Calculate the support…

A:

Q: The cross-sectional dimensions of the beam shown in the figure are a -4.8 in., b = 6 in., d=4.0 in.,…

A: Given data: Mz=-4.2 kip-ft

Q: Determine the maximum tensile stress σtand maximum compressive stress σc due to the load Pacting on…

A: Given:-  P = 6.2 kN, L 5 3.2 m, d =1.25 m,b = 80 mm, t = 25 mm, h =120 mm, andh1 = 90 mm To find:-…

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.