Force L 250 3m A Force M Force N 3m Enabling Assessment: Calculste the FOrce acting in all membery g: the Huss the Figure above. Refer to shown on Omie nog yalve.

Q: Loads V = 30 kN and H = 34 kN are applied at D on the frame in the figure below. All member…

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Q: A negative internal shear force V causes a beam element to

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Q: A wooden beam is loaded by a distributed load w = 6 N/mm as shown in Figure Q4(a). The cross-section…

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Q: Compute for the vertical deflection of Joint D produced by the 30-kip load in the figure. For all…

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Q: 0.0079 0.0032 0.0016 Let D= 0.0032 0.0063 0.0032 be a flexibility matrix, with flexibility measured…

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Q: 2 m D C 1.5 m E 3m 3m F 1.5 m B

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Q: A carport roof is supported as shown in Figure P6-10. If the roof has a mass of 200 kg, determine…

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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.