In the clevis shown in the figure, it supports a load P = 55kN. Determine the minimum bold diameter "d" without exceeding the allowable shearing stress of 85Mpa. Determine the thickness of each yoke that will support the load P without exceeding the allowable bearing stress of 150Mpa.

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A:

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A: each member cross sectional area =-2.4 in2a=3.50 ftb=4.20 ftNormal stress in each member not exceed…

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

A:

Q: Determine (a) the maximum bending stress, (b) the maximum shearing stress due to V in the simply…

A:

Q: Given the beam shown with computedreactions and a cross section. 1. Draw the shear and moment…

A: As per bartleby guidelines,  experts are allowed to solve only first three parts . Those are solved…

Q: Problem #1. The figure below are 2 solid cylindrical bars joined together at point B. Find the…

A:

Q: (1) (2) Tc A B C L1 L2

A:

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: Given Data: The distances are given as: u=2.8 mmv=5.7 mmc=620 mm The angles are given as: α=30°β=60°…

Q: View Policies Show Attempt History Three solid bars, each with square cross sections, make up the…

A:

Q: The internal shear force V at a certain section of an aluminum beam is 10.2 kN. If the beam has the…

A: Solution:

Q: - 6 m-3 m13 m43 m+-3 m 50 kN 100 kN 100 kN 100 * 307 kN From the given figure below, compute the…

A: Solution:- The given figure is shown below,

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A:

Q: If P= 8.571 kN, Determine the stress in member CE assuming that the area in steel is 24 mm². 1.4 m D…

A: Determine the stress in member CE

Q: For the given stress element, draw the Mohr's circle and determine the principle stresses and…

A: σ1 = 30 kpaσ2 = -40 kpaτ = 20 kpaPrincipal stresees are given byσ1,σ2 =σ1+σ22±σ1-σ222+τ2σ1,σ2…

Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 3100 mm² and an…

A:

Q: 20.14 (B/C). An I-section has the dimensions shown in Fig. 20.18a, and is subjected to an axial…

A: given question shear stress = 56MN/m2 G= 82N/m2 since beam is symmetric about both axisso centroid…

Q: Example 3.3. The joint shown is subjected to the axial member force of 6 kip. Determine the average…

A:

Q: Q1: Find the normal stresses at sections A-A, B-B, C-C, and, D-D for the body as shown in figure…

A:

Q: The lap joint is connected by 3-20mm diameter rivets. Assuming that the axial load P = 50 kN is…

A:

Q: diameter of the smallest pin that can be used if not to exceed a shear stress of 60 MPa (Draw

A:

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

A:

Q: For the structure below, assume that a = 60 in., b = 90 in., c = 40 in., and d = 50 in. Determine…

A: The given structure is analyzed by using the equation of equilibrium forces. The sum of all forces…

Q: O If P = 52.2 kN, determine (a) the factor of safety (F.S.) for the average shear stress in pin A…

A:

Q: For the stepped, circular bar subjected to the axial forces shown, find the normal stresses in the…

A:

Q: Member AC is subjected to a vertical force of 3 kN. Cross sectional area of tie rod is 400 mm? and…

A:

Q: ● The maximum shearing stress. ● The principal stresses and planes.

A: This question has been taken from solid mechanics

Q: For the assembly shown below, bar AB is loaded with P at its midspan. a.) If P = 10 kN, compute the…

A: Shearing Stress is the type of stress that acts coplanar with a cross-section of material. It occurs…

Q: 5. The stresses at the point in a loaded member are 20 MPa represented in the figure. Calculate and…

A:

Q: 2. In the structure below, the vertical bar A has a modulus of elasticity of 210 GPa, a length of…

A:

Q: The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the…

A:

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: Determine the shear strain y at corner Q' after deformation.

Q: Open Channel, wilh çircular Cross-sectiondiameer =o9tm dnd discharaeis o71mi/sec find the critical…

A:

Q: X Incorrect "he extruded plastic shape will be subjected to an internal shear force of V = 380 lb.…

A: To solve this question we will first find the neutral axis distance. Then we will calculate the…

Q: What are appropriate relations established from the calculation of maximum shear stress in a thin…

A:

Q: The internal shear force V at a certain section of an aluminum beam is 10.2 kN. If the beam has the…

A: Given Data Width of flange = 69mm thickness of flange = 4mm Depth of beam = 72 mm Height of web =…

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

A:

Q: The bell crack mechanism shown in Figure is in equilibrium for an applied load of F = 15KN at A and…

A:

Q: . An Assembly shown below whereas a link BD consists of a bar with 1 in. wide and 1/2 in. thick.…

A: Given:- wide=1inthick = 1/2 india=3/8 in To find:- a) maximum value of average stress

Q: For the joint shown: a. calculate the largest bearing stress (MPa) between the pin and the members.…

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.