Use the method of sections to determine the axial forces in members DF, EF, and EG. (Figure 1) Enter your answers numerically separated by commas. TDF, TEF, TEG = ΨΕΙ ΑΣΦ $1 vec poss ? kN

Q: Determine the value of a in meters so that the deflection at point C is equal to the max deflection…

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Q: Q1.Determine the net area of angle given in figure 2.10, if 20mm diameter fastener are used. L…

A: Given: Fastener Diameter = 20 mm Hole diameter = 20+2 =22 mm Calculate net area of angle

Q: 05 Find the inverse Laplace Transformation by using Partial Fraction method? -4s²-16s-15 F(s) =…

A: Step 1:​F(s)=(2s−1)(s+2)3−4s2−16s−15​L−1{ F(s)}=L−1{(2s−1)(s+2)3−4s2−16s−15​}​Step 2:​Using partial…

Q: Given the shape below, calculate the moment of inertia about the horizontal axis, which passes…

A: Given:- The dimensions of the shape are:- b1 = 21  b1a = 13  t1 = 0.5 b2 = 10  t2 = 0.6 To…

Q: w=24kn/m a = 15m I = 70 x 10^6 mm^4 E = 200 GPa Find displacement at C using moment area method

A: Given Data  E = 200 GPa = 200 × 103 N/mm2  I = 70 × 106 mm4  Determine the displacement…

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A: Solution:

Q: Question 5. For the triangle shown, determine the third side c and the and if b = 8 ft, h = 6 ft. 8…

A: GUVEN- A right angle triangle where  b =8 ft and h= 6ft…

Q: Part A 174 lb 255 lb 450 lb 356 lb Submit B My Answers Give Up 350 lb The wedge A is used to adjust…

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Q: Det: O for which motion of B impedes

A: ###Calculation of angle thetaa for motion of block B about to start ###

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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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.