P8.9. When the 20-kip load is applied to joint B of the truss in Figure P8.9, support A settles vertically downward in. and displaces in. horizontally to the right. Determine the vertical displacement of joint B due to all effects. The area of all bars = 2 in.², and E = 30,000 kips/in.². hinge E B C 20 kips 10' 10+ 10' D 10'-

Q: Problem 3.7 - Forces P1, P2, P3, each of magnitude P, act on the edges of a cube of side "a".…

A: A diagonal is a line that connects one corner with the corner farthest away. It has slanted lines.…

Q: 4. For the steel rigid frame in Figure P8.31, compute the rotation of joint B and the horizontal…

A: Given  E=200 Gpa= 200×103 Mpa  I= 200 × 106 mm4

Q: P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement…

A: Draw free body diagram of truss The joint C in the truss is considered for analysis by using the…

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 × 106 mm², E =…

A:

Q: If Mz = 210 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross…

A: Given data: Mz = 210 kip-ft a = 7 in b = 10 in d = 28 in r = 3.5 in Moment of inertia about the z…

Q: Having found FCD in the analysis of joint C and FDB in the analysis of joint D, there are now only…

A:

Q: Draw the shear force and bending moment diagrams. P = 25 k and w = 3 klf. Solve using the force…

A: Consider the F.B.D Consider moment at A VD×15+25×15-3×15×7.5=0VD=-2.5 kVD+VA=25VA=27.5 k

Q: find the magnitude of the bending stress at a point H.

A: Given that, Mz = 585 kip-ft For the beam cross section shown,  a = 10 in. b = 14 in. d = 35 in. r…

Q: (a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For…

A: Resultant Force: The force which represents the total forces acting on the truss or any member. This…

Q: For the plane truss shown below, determine the nodal displacements and the member force AB and AD.…

A: This problem can be solved by drawing the FBD  by using stiffness matrix we can determine all the…

Q: Solve Problems by the moment-areamethod. EI is constant. Compute the slope and deflection under the…

A: Solution Consider the diagram

Q: P8.7. Determine the value of the force P applied to joint C of the truss in Figure P8.7 i deflection…

A:

Q: If M₂ = 280 kip-ft, find the magnitude of the bending stress at a point H. For the bear cross…

A:

Q: P8.13. (a) Compute the vertical deflection of joint D produced by the 30-kip load in Figure P8.13.…

A: Given Data: Load(P)=30 kips Area=a=2 in2 E=9000 kips/in2   It is asked to find how far the roller…

Q: P8.31. For the steel rigid frame in Figure P8.31, com- pute the rotation of joint B and the…

A: Given  E=200 Gpa= 200×103 Mpa  I= 200 × 106 mm4

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 x 106 mm², E: =…

A:

Q: In the given figure, support A rotates 0.002 rad and support Csettles 0.7 in. Given: /= 144 in.4 and…

A: Given:Rotation of support A = 0.002 radian anti-clockwiseSettlement of support C = 0.7 inch…

Q: 3. Determine, the slope and displacement at point B. Assume the support at A is a pin and C is a…

A: By using Double Integration Method:-

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.