According to the loading system shown in the figure, if P = 59 N, If the resultant moment of all forces (P, -P, F and -F) about point A is zero, then the magnitude :of force F in N is B 30 2 m 30 3 m
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A: Hello dear this is the solution of your problem Please see the attached solution, thanks
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A: answer = 43.467 KN-M explanation is given below
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- The resultant of the two forces F = 612 N and P = 1482 N is a vertical force directed upward. If the angle between F and P is 60°, as shown in the figure, find the magnitude of the resultant force (N). Round off only on the final answer expressed in 3 Decimal places.A beam with length L is fixed at both ends. It is loaded with a concentrated force P at L/3 from the first support. Draw the loading diagram. If the beam has a length of 10 m, cross section of 200x200mm, and force P is 10 kN, what is the deflection at midspan (in mm)?The resultant R= 1,350 N of the three concurrent forces in the figure points vertically down along Y axis. Find the magnitude and direction of the unknown force F1₁.
- Determine the resultant force acting on the face of the sign if qh = 3.70 kPa. The sign has a width of 12 m and a height of 3 m as indicated.Find the magnitude of the resultant of the concurrent forces if θ = 19.48° , β = 34.85°, F = 141.14, Q = 191.67, and P = 101.16. Round off only on the final answer expressed in 3 decimalsA tangential force of 0.004 K N affected the upper surface of a rectangle 5 mm high, 3 cm long and 5 cm wide, on its top surface. Not the shear modulus of elasticity of the body material is 3.33 * 10 N/ m Find (1) shearing stress (2) shearing strain (3) the resulting displacement in the direction of the force?
- When reducing a system of parallel, non-concurrent forces acting on a body to a single resultant force, the line of action (LOA) of the resultant force does not have to pass through the body. True False. A beam with the thin-walled cross section in the figure is subjected to a shear force ?=20000lb. (The wall thickness is not shown to scale.). Assume that the thickness of the section isconstant. (a) Determine and sketch the distribution of the shear flows on the flanges and the web.(b) Determine the location of the shear center on the symmetrical line. Point ? is the center ofthe web.Find the magnitude of the equivalent resultant force(N) acting at O for the 2D system shown if P = 6.78 kN and Q = 3.55 kN. Round off only on the final answer expressed in 3 decimal places.
- Calculate the value of the deflection at point B due to uniformly distributed load w in the form answer in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.A block weighing 100 N is placed on an inclined plane of slope angle 30 degrees and is connected to a secondhanging block of weight “W”, by a cord passing over a small frictionless pulley. The coefficient of slidingfriction is 0.3. Find the weight “W” for which the 100N block moves up the inclined plane at a constantvelocity.Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.