24. Refer to the Figure shown. A car hit a tubular steel post at B. The post is fixed to the ground at A. Given: Force from the Car, P = 175 kN Section of the Post = 300 mm x 300 mm Thickness of the Post = 16 mm Modulus of Elasticity, E = 200 GPa H = 2.5 m; h = 1.5m What is the resulting maximum bending stress (MPa)? A. 263 В. 161 С. 215 D. 187

Q: The square column is under compression due to a 50 KN load as shown in the figure. The member is…

A:

Q: Use the virtual work method to determine the deformation at joint B of the truss shown. 3 m A -2 m-…

A:

Q: The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an…

A: Neutral axis In order to locate the Neutral axis from bottom we have y = A1*y1+A2*y2A1+A2 A1 = Area…

Q: 3: Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Knowing that…

A: Given data  dAB = 1.25 in  dBC = 0.75 in  P = 10 kips

Q: *1-32. Determine the largest intensity w of the uniform can be applied to the frame without causing…

A:

Q: 100 mm Q.2) The right figure show the cantilever beam and loading, while the left figure show the…

A: Solution:- 1. Shear stress in the beam:

Q: Two vertical forces, each of magnitude P= 13 kN, are applied to a beam of the cross section shown.…

A: Objective: To determine the maximum compressive and tensile stresses in portion BC of the beam.…

Q: 5.10. For the thin cantilever of Fig. P5.10, the stress function is given by r'y C3 6. x'y C5 9. xy…

A:

Q: The beam has a rectangular cross section and is subjected to the loadings shown in Figure 1.…

A: FBD for this beam H1=8KN R1+R2=15KN beam is symmetric so R1=7.5KN=R2 moment(M)=7.5*2=15KNm

Q: Problem 23.1 The cantilever beam (fixed support at the far end) has a rectangular cross section and…

A:

Q: Determine the normal stress in each segment of the stepped bar shown in Figure 4. Load P 20 kN %3D

A: Given data : Load (P)=20 KNForce in AB (FAB)=P=20 KN  (Tensile)Force in BC (FBC)=-P+6P=5P=5×20=100…

Q: Problem 5 Knowing that the ultimate stress at points A, B and D are 30 MPa, 155 MPa and 140 MPa…

A: Mz = M cos15 = 0.966 M My = M sin15 = 0.259 M Iz = 90×6033+30×10033+60×2033    = 16.64 x 106 mm4…

Q: Find the total deformation for the bar shown in fig. if the axial loads are applied if cross section…

A:

Q: Iso, determine the maximum fiber stress and the stress in a fiber 100mm from the top of the eam at…

A: Shear force and bending moment at the section is important for the structure to detemine the tensile…

Q: Current Attempt in Progress A thin triangular plate PQR forms a right angle at point Q. During…

A:

Q: P A B 1m E 1m 2m The simply supported beam shown has a solid rectangular cross section having beam…

A: b = 130 mm h = 200 mm  P = 25 KN w = 30 KN/m

Q: 2. The beam is constructed from four boards as shown on the figure. If it is subjected to a moment…

A:

Q: The frame supports the triangular distributed load shown. Determine the normal and shear stresses at…

A: Draw FBD: Take moment about point C: ∑MC=0RB×3-12×3×900×3-23×3=0RB=450 N

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.