Using MOHR CIRCLE, what is the resulting "HORIZONTAL" SHEARING STRESS at the given angle plane point?  a. 44.03 MPa b. 64.32 MPa c. 185.68 MPa d. 75.00 MPa

Q: a) b) QUESTION/ The stress state at a point on the free surface of a body is defined as shown below.…

A: from the above diagram;

Q: The following figure shows a simply supported beam carrying a uniformly distributed load (udl) of 10…

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Q: For the given state of stress at a point in a structural member, determine the center Cand the…

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Q: For the state of stress shown, determine the range of values of for which the magnitude of the…

A: Given,  X=100 MPa  Y=45 MPaτx'y'≤40 MPaTo determine,permissible ranges of θ

Q: MAT 1:1,5 30 meter 4m q=1.2 t/m² Ymbunan 1.67 t/m³ Yat = 1.72 t/m³ 0.5 Z 0.75 Z 4 meter M Z= 6 meter…

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Q: 10) If this material is subjected to a stress amplitude of 450MPA, approximately how many cycles of…

A: S- N Curve is a graphical representation of Stress Amplitude versus no. of cycle of reversal of…

Q: Consider the overhanging beam shown in the figure below. (Figure 1) Figure ▼ Part A 8 kN/m Tmax= 4 m…

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Q: A square steel bar of dimension 50 mm x 50 mm x 150 mm is subjected to an axial load of 250 kN.…

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Q: Hi, i was wonderwing why with the normal stress at B the moment Mx * Cy is minus. can you explain…

A: From figure given below it is clear that the direction of moment about x-axis (Mx) and y-axis (My)…

Q: Q3 Determine the vertical and radial stresses at 5 points for a 9000-lb point load on a homogeneous,…

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Q: 35 MPa 14.6 ksi 25 MPa 9.3 ksi 75° 650 7.4 ksi FIGURE P12.7 FIGURE P12.8

A: Given Details:

Q: The strain components at a point in a body are given as: Exx = 12 ms, Eyy = 4 ms, and engineering…

A: Given: εxx=12 ms εyy=4ms γxy=-6 ms To find: a) The magnitude of the principal strains b) The angle…

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.