1. A cable supports a load of 50 kg/m uniformly distributed along the horizontal and is suspended from the two fixed points A and B located as shown. a. Calculate the cable tensions at A and B.

Q: Find the centroid of the following cross-sections and planes.

A: Centrodal distanceX = 5.333 inY = 5.667 inExplanation:Step 1:Step 2:

Q: 1. GIVEN: REQOIREO: yo l0". 7,9 to locete the centreid t 6"

A: To find centroid

Q: AW 12 x 35 steel cantilever beam is subjected to an axial load P = 9.5 kips and a transverse loadv =…

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Q: Given the multiview projection of the solid, draw its isometric view. HRP FRP FRP PRP ㅏ

A:

Q: 1" 5" 2" 1-Determine the location of the centroid (x,y) of the centroid. 2- Determine the Ix0 and…

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Q: Determine the coordinates of the centroid of the shaded area. y | 25 E 50 60 25 60 70 50. --x 170…

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Q: Determine how far is the centroid of the given cross section above the base. 6-504 2-50" 9.0" 6.5"…

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Q: Problem 3: A bracket of negligible weight shown in the figure below is loaded a force of 13.34 kN.…

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Q: ex (x+1)² +c

A: Write all numerators above the common denominatorUse  to expand the expression.

Q: ftware Orcad cadence in detail?

A: A schematic editor (Capture), an analog/mixed-signal circuit simulator (PSpice), and a PCB board…

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.