GIVEN: Bars A and C are made of steel and bar B is made of brass. Each bar has a cross-sectional area of 4 in? Esteel = 30 x 10 ksi Ebrass = 15 x 10³ ksi REQ'D: The force in the brass bars and the forces in the steel bars when P = 10 kips Lo.003 in.gap 18 in. steef Steel

Q: 6. A 100 N force acts along 10 points the line AB, as shown in the figure below. Determine the…

A: Consider the given figure  Given data F=100 NL=20 mmB=20 mmL and B are length and breath of the…

Q: The length of 2-mm diameter steel wire CD has been adjusted so that with no load applied, a gap of…

A:

Q: em 3 The three bars are made of A-36 steel and form a pin- connected truss. Figure 1 of 1 A Part A…

A: Given :

Q: Question The electric motor exerts 600 Nm torque on the aluminum shaft ABCD when it is rotating at a…

A: T = 600 Nm GBC = 16 GPa or 16000 MPa GCD = 12 GPa or 12000 MPa dBC = 30 mm

Q: 1.3.5

A: Solution:

Q: The truss, used for supporting a structure, is loaded as shown in Figure 3. Determine the force in…

A:

Q: For the truss shown in the figure, P₁-12.7 kN and P₂-9.2 kN. Find the force in member AF in units of…

A:

Q: 5. A 12-mm-diameter steel [E = 200 GPa] rod (2) is connected to a 30-mm-wide by 8-mm-thick…

A: Given data in question  Diameter 12mm Width and thickness 30 × 8 mm Elasticity modulus 200 GPa and…

Q: For the axially loaded member given below, determine the reaction at A, then draw axial force,…

A:

Q: enter your numeric answer only. No need to enter units. Give your answer to two decimal places) and…

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.