How for the Cantilever in Fig Shown P 5m 80 쓱 beans find the reaction 3m 405 4000 111²2² 2m. 9+ 9001

Q: Example(1): prove that the force in fig(1 ) in Equilibrium state. F, =90N F2 =55N Fay Far 60° 45° Fx…

A: Using equilibrium equations

Q: A telescope with tripod weighs 40 pounds and has geometry as shown in the figure and parameter…

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Q: shear force and bending moment, and express your reaction calculations and the diagram

A: For calculating reaction at support, equilibrium conditions must be considered: Sum of forces along…

Q: -0.4 L 0.6b FIG. P2.94 6000 lb 4000 lb 7000 lb 5000 lb -SA- FIG.P2.95 2.96 The uniform beam of…

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Q: The ratio of the reactions RA and RB of a simply supported beam shown in Fig. 6.3 is

A: Apply equilibrium condition to determine support reaction : ∑FX=0∑FY=0∑M=0 Sign convention :…

Q: What type of reactions are at A, B, C, and E. For example a roller, pin, hinge, fixed, and etc.…

A: Given data in question  Span 25 ft Beam weight 200 lb/ft Live load 4000 lb & 300 lb/ft To find…

Q: According to Fig. 1 in Rev. Lett. 76 (1996) 2302, calculate the spring constant (k) of an Au…

A: A beam is a structural element with a cross section that is substantially smaller than its length…

Q: For the following beams shown, determine the reactions at the support/s. Figure No. 1 2000kg to 1000…

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Q: p N/m w N/m 75 mm 125 mm 100 mm R1 = 1350 N R2 = 2700 N Figure M03

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Q: Determine the scalar components of F1, F2 and F3. F2 = 500 N F1 = 600 N 3 35°

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Q: 500 N 500 N 500 N 400 N B 250 N 250 N AV60° 30 30 30 G 5 m 5 m

A: To determine the support reactions, using the equilibrium equations ∑FX=0, ∑FY=0, ∑M=0 Vertical…

Q: . Is there a difference on experimental and theoretical values of the reaction? What can you…

A: Different value of the reaction -    For trial 1 -  Experimental value - RA = 2.7N and RB =…

Q: Determine the degree of indeterminacy and stability of the following struc 13. 14. 15.

A: There are two dererminacy :-  Degree of static Indeterminancy Degree of kinematic indeterminacy  For…

Q: A thin, homogeneous disk of mass m and radius r spins at the constant rate Vị about an axle held by…

A: Consider the figure,

Q: Why there is no 9.81 in P2 when its formula is p2= p1 + specific weight(9.81) (h)

A: P1=1030g/cm3

Q: Determine the substructures for the analysis of the symmetric and antisymmetric responses of the…

A: For symmetric loading components, forces acting on beam have to be distributed in such a way that…

Q: Solve for the member forces of the truss shown using Cholesky's Method/LU Decomposition.

A: Step 1:Step 2:Step 3:Step 4:

Q: Calculate the reaction asap. With help of free body diagram

A: Step 1: First consider the distributed loading into to parts, uniform distributed loading and linear…

Q: Find the x component of the resultant force F.

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Q: 25 10 +4₂ 4¹ P1-56 20% 25¹b 1-56. By means of the transformation of a couple, replace the four…

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Q: Select all applicable answers. XY is projected as PV in ARP1. Which of the following projections is…

A: There are different types of projections of the plane. This projection is depending on the reference…

Q: 39. Using CONJUGATE BEAM METHOD, what is the reaction of the conjugate beam at point A? 1 (28.0)KN…

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Q: 1. The upper beam in the figure is supported by a reaction at R3 and a roller at A which separates…

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Q: frame shown as loaded shown in the figure. Whi which of the following most nearly gives the reaction…

A: A frame is given with a fixed end at A and D, also C is temporarily restrained from translation.  A…

Q: HW Prob 5: Solve for Reactant A andB in the following figure: F1=25# F3=150# F2 = UL 15#/LF 20ft RA…

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Q: Determine the value of k that will make the equation exact and sole the resulting differental…

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Q: kample: 50 15° M JSoko ]sokg 30 kg 50 kg What is the mass M that must be suspended at the left to…

A: To find mass (M) for the equilibrium of the system

Q: 1.5k/pie 10 k-pie 10k-pie +10 pies- A 10 pies- 20 pies 20 pies Prob. 12-11

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Q: 1. For frame presented in Fig. 1, calculate the reactions at the two supports under the applied…

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Q: For what value M of the clockwise couple will the horizontal component Ax of the pin reaction at A…

A: The Free Body Diagram is drawn in which all the forces acting on each point are denoted in the…

Q: r what value M of the clockwise couple will the horizontal component Ax of the pin reaction at A be…

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Q: Determine the reactions at A and B for * .equilibrium of the member in fig

A: Given- Load=50kn,20kn

Q: Wouldn't C change at all different times(t)?

A: Given data: V=A(1+Bt)i^+Ctyj^ where,  A=1 m/sB=1 s-1C=1 s-2

Q: Determine the magnitude (lb) of the reaction at B when a = 21°, a = 11.4 in, b = 14.96 in, y = 16.62…

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Q: he three forces shown: F2=500 N F = 600 N %3D 3 35 4. 0.1 m T0.2 m 0.3 m F3= 800 N B 0.4 m

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Q: Answer for MC1 and Mc2

A: Solution: Solve using moment distribution method: Fixed end Moment: Span AB:…

Q: Check the determinacy of the structures ir E B

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Q: 8 t 2 t/m 45 A TTTI 6m 3m 3m 12m m

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Q: 240 2006 B to 20 A Th 20' o 20 E 20 G 20 20 300 I. Determine the value 2 Determine the Value 3. the…

A: To find support reaction

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.