Part A 0.25 in. 5 in. 1 in. 0.25 in -0.25 in. 2.5 in. Determine the maximum axial force P that can be applied to the steel plate.

Q: Determine the force in each member of the bridge truss shown. State whether each member is n tension…

A: Solution: Considering the diagram:

Q: The intensity of the triangular load carried by the T-section varies from zero at the free end to wo…

A:

Q: a) Determine (approximately) the force in each member of the truss. Assume the diagonals can support…

A:

Q: Two steel plates (A572, Fy = 50 ksi) are welded together to form an inverted T-beam. Determine the…

A:

Q: Determine the force in member DJ, in kN

A:

Q: 7-55. The aluminum strut is 10 mm thick and has the cross section shown. If it is subjected to a…

A:

Q: Both sections are made of steel with E-200 GPa. The gap between the bottom of the metal bar and the…

A: Given data: Length of section AB, L1=300 mm Length of section BC, L2=300 mm Area of section AB,…

Q: For the frame shown, determine the Horizontal component of the force at E and A. Vertical component…

A:

Q: 10-29. Determine the force in each member of the truss. Assume the members are pin connected at…

A:

Q: Determine the force in member BE and BF of the truss. I only want a hint about how to appoach.

A: 3D truss with forces F1 and F2 at joint B and C respectively.

Q: The strut AB made from two bars (thickness of each bar = 0.50 in) is connected to a rectangular beam…

A: Given Data Thickness in each bar=0.5 inb=0.8 inh=7.5 inThe concentrated load=2750 lbShearing…

Q: |30 10 kM 4 m E 4 m C 16 kN -3 m -

A:

Q: 6-49. Determine the maximum tensile and compressive bending stress in the beam if it is subjected to…

A:

Q: : The truss is supported by a pin in point A and a roller at point E. Show your FBD D. 2 m F 5 kN. B…

A: To draw free body diagram

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.