A vertical flexural member is shown. If F1 = 7 kips, F2 = 16 kips, and F3 = 11 kips, determine the normal stress σx at point H. 0 psi 263 psi 207 psi 195 psi 167 psi

Q: Problem 4 The horizontal force of p 85 kN acts at the end of the plate. The plate has a thickness of…

A:

Q: 4. The T section shown below is the cross section of a beam form by joining two rectangular pieces…

A: Determine the shearing stress at the neutral axis.

Q: For the beam of section shown, the bending moment =800 kN.m and shear force M 12.5 kN determine the…

A: Given data in question  Moment Dimensions  Shear force To find out  Maximum bending stress Maximum…

Q: An unequal leg angle-iron is loaded as shown in Fig. 9.12. Determine the stress at point B.…

A: Stress at B ,                  σ=MyI As solved in the above image where            M= 8 KNM…

Q: The T section shown in Fig. is the cross-section of a beam formed by joining two rectangular pieces…

A: Given : Max. shearing force in beam = 60kN This is a problem of solid mechanics where we are asked…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

A: Given data:σx= - 4 ksiσy= 18 ksiτ= 15 ksi

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

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.