own in Figure 9 is filled with oil with sp.gr. 0.82. Neglec ns, what force F on the handle is required to support th 75 mm Ø 10 kN 25 mm 400 mm

Q: Determine the forces in members CD, CJ, and DJ. The forces are positive if in tension, negative if…

A: Determine the force in the members CD, CJ and DJ of the truss.

Q: н 12ft х C +9+-+-34 B D 101b 40lb

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Q: (3) 2 12" WOL= 2 KLF, WLL = 3 KLf 16/ 24" 81 NWC. NWC, fé = 4000 psi fy= 60ksi #4 tied bars. Please…

A: Problem (3): Given: b = 12 in h = 24 in WDL = 2 k/ft WLL = 3 k/ft The span between the supports, L =…

Q: A steel bar of rectangular cross-section 50 mm × 60 mm is pinned at one end and fixed at the other…

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Q: Question 1 [Soalan 1] Members AB and AC support the 100 kg crate. Determine the tensile force…

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Q: What is SLL = ?

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Q: A column 3m long and pinned at both ends carries an axial load of 190 KN. The column is made up of…

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Q: nd the stress of each 14 members and identify whether each member is a compression or tension. The…

A: Assumption: Loads in downward direction is positive. Forces in upward direction is positive.…

Q: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to…

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Q: Result III. A ladder shaped rod ABC is subjected to axial loads as follows, F=10kN₂11-12-400mm,…

A: F=10kN , l1=l2=400mm , A1=100mm2 , A2=50mm2 , E=200GPaTo Find :a) Axial force diagram for the rod.b)…

Q: Determine the forces in members BC and CG. The forces are positive if in tension, negative if in…

A: Find out the forces in member BC and CG in given truss.

Q: kmarks Develop Window Help ara University Mail 8 camino.instructure.com in (22) Erik Keifer |…

A: I am solving part 2 as per specify by the student

Q: 4-77. Three bars, each made of different materials, are connected together and placed between two…

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Q: d. The end of each bar includes a standard 90 degree hoo m the outside face of the supporting…

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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.