F={26i?49j+55k}lb. 3 ft 4 ft B 4 ft 2 ft Determine the magnitude of the component of F acting along segment BC of the pipe assembly
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Answer is -35.67 lb but how?
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- The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, RDetermine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. a. Vertical Reaction at B in kN. b.Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. Given: a- 7m b- 24kN/m C- 30kNDetermine the embedment length of the tension bar around the area of the supporting column. Let h=500mm b= 300mm
- Determine the couple moment acting on the pipe shown .Segment AB is directed 30° below the x–y plane..15 2.16 The three forces acting on the beam can be replaced with a single equivalent force R. Determine the angle θ and R. 25kN P2 60 kN P3 80 kN 40° 50° 4 m 6 Figure P2.16 COMPANYA concrete cube 60 cm on each edge (sp. gr. 2.40) rests on the bottom of a tank in which sea water stands to a depth of 5 m. The bottom edges of the block and sealed off so that no water is admitted under the block. Find the vertical pull required to lift the block. Note: The answer should be 13.76 kN.
- P1= (12W) kN P2= (6W) kN W=17Before the load P was applied, a gap, ?0 existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ and the reaction at B (Hint: Use the method of superposition and beam deflections in Appendix A) ?0 (mm)=2.75 δ (mm)=5.5As shown, a gate has a parabolic shape that follows the equation y=C?32x2, where C = 6.00ft . (Figure 2) The top of the gate is d = 2.10ft beneath the water's surface. What is FR, the magnitude of the force exerted on the gate by the water? The gate's width (perpendicular to the image) is b = 6.50ft and the water's specific weight is ?w = 62.4lb/ft3 .
- The wall separates water and glycerin (ρ=1260 kg/m^3). Consider a unit width of the rectangular panel AB when d = 9 ft. Using the panel equations, determine F1, the hydrostatic force (in lb) acting on the gate due to water? Where is the line of action of F1 relative to point B in feet? Using the panel equations, determine F2, the hydrostatic force (in lb) acting on the gate due to glycerine?If F = 80 N, determine the magnitude and coordinate direction angles of the couple moment. The pipe assembly lies in the x–y plane.In the figure on the right where there is a single load of 50 N at point Bof the given rod system, (between AB: 4m / BC: 1m) a) Calculate the support reactions? b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting? c) Draw the cross section effect diagrams? I would appreciate it if you write the answer to this question legibly and send it a little early. and thank you very much, have a nice day