if the forces are
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A: A pair of forces when applied to an object decreases its length in the direction of the forces are…
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A: Given data What are the 4 fundamental forces.
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Q: 29. A force is completely defıned when we specify А. magnitude В. direction
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Q: The force per unit area.
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Q: You have a rope with a damaged section in the middle and wish to avoid putting strain on the damaged…
A: Following is the answer of the question
Q: internal normal for
A: introduction: here we have to find out largest internal force
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A: Since you have asked multiple questions in a single request, we would be answering only the first…
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Q: 3-5.4. Determine the value of T if the force system shown in Fig. P-3-5.4 is in equilibrium.…
A: For equilibrium force system: ∑Fx=0 and ∑Fy=0
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Q: 15. Four coplanar forces if magnitude 9, 6, 6v3 and 9/3kgwt act a particle. If the angle between the…
A: Given Force 1 = 9 kg wt = 9×9.81 N = 88.29 NForce 2 = 6 kg wt = 6×9.81 N = 58.86 NForce 3 = 63 kg wt…
Q: DIRECTIONS: A. LABEL THE DIAGRAMS WITH THE FORCES ACTING ON THE OBJECT USING ARROWS. B. SOLVE FOR…
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A: Draw the free-body diagram of the bicycle frame.
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Q: A couple of magnitude 100 kN.m is to be presented by two 20 kN forces. What is the perpendicular…
A: This is the ist step of this solution- Given- Magnitude of couple(M) - 100 kN.m…
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A: we have to calculate force in member AB of the truss.
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A: Dear student, According to the guidelines I am allowed to answer only one…
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A: Solution:
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A: Consider the diagram shown below for the given truss.
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Q: Can you calculate the work done if .the forces are non conservative
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Q: would the normal force of B just have Nb=W-Psin36
A: Normal force at B , Take moment about point A then you will get the normal force at B in terms fo…
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Q: QUESTION 5 Force A = 10N to the south and Force B = 15 N to the east direction. Force C Force A -…
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Q: If you know the direction of the weight force, will you know the direction of the normal force?
A: Given: Normal force is N Weight force is W
How do I know if the forces are positive or negative
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- A simply supported beam of span 3.0 m has a cross-section 120 mm × 180 mm. If the permissible stress in the material of the beam is 10N/mm2,determine(i)maximum udl it can carry (ii) maximum concentrated load at a point 1 m from support it cancarry. Neglect moment due to self weight.The horizontal beam is assumed to be rigid while supporting the distributed load. Determine the angle of inclination of the beam after the load is applied. Each support consists of a wooden post with a diameter of 120 mm and an original length (unloaded) of 1.40 m- Consider E = 12 GPadetermine the deflection at B in mm using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E=80 GPa. Enter the absolute value only and round off your answer to 3 decimal places Answer asap. I rate
- Beam ABC is subjected to the loading shown, where Pb = 55.0 kN . The measurement corresponding to the half-length of the beam is a = 2.00 mm . For the cross section shown, b = 70.0 mm , c = 150.0 mm , ddd = 125.0 mmmm , and e = 50.0 mm . Point D is located at the centroid of the cross section and point E is located directly above the transition between the web and the top flange. Part A draw free body diagram? Part B - Maximum shear force Determine the maximum shear force, Vmax, in beam ABC. Vmax =? Part C - Shear stress at point D Determine the shear stress, τD, at point D that corresponds to the maximum shear force along the length of the beam. τD =? Part D - Shear stress at point E Determine the shear stress, τE, at point E that corresponds to the maximum shear force along the length of the beam. τE =?Question 1) F=11 kN single load, M=22 kN.m moment andA distributed load of w=5 kN/m is effective. The length L is also given as L=5 m.The cross-sectional properties of the beam are; body height Hg=218 mm, body thickness xg=18 mm, flangewidth xf=190 mm, flange height yF13 mm. Point E on the section is flange-It is located just below the body junction. In the section taken from the B line of the beamIt is desired to determine the stress state. According to this;Question 1-A) Find the support response (DY) at point D. (Return your result in kNQuestion 1-B) Find the support response (Ay) at point A. (Return your result in kNwrite.)Question 1-C) Find the shear force (VB) at point B. (KN your resulttype in size.)A simply supported beam of span 3.0 m has a cross-section 120 mm x 180mm. If the permissible stress in the material of the beam is 10N / mm ^ 2 determine (i)maximum udl it can carry (ii) maximum concentrated load at a point I m from support it can carry. Neglect moment due to self weight.?
- Two elastic beams with equal bending rigidity of EI are connected by a pin at B. The beam is fixed at A and a roller support is attached at C. Beam BC is subjected to a uniformly distributed load of magnitude w=1 N/m. If the bending rigidity EI is 108Nmm2, determine a) the lateral deflection at B, b) the rotational angle at B, c) the rotational angle at C. d) sketch the deformed shapeThe beam cross section shown below has been proposed for a short pedestrian bridge. The cross section will consist of two pipes that are welded to a rectangular web plate. Dimensions of the cross section are: h = 430 mm tw = 16 mm d = 110 mm t = 4.8 mm Additionally: • The area of each pipe is A = 1586 mm2. • The moment of inertia of the entire beam cross section about the z centroidal axis is IZ = 194710000 mm4. If the beam will be subjected to a shear force of V = 170 kN, determine the shear stress at point K, located at yK = 70 mm below the z centroidal axis.Determine the maximum deflection of a simply supported beam carrying a hydraulic cylinder in a machine used to press bushings into a casting as shown in the figure. The force exerted during the pressing operation in 45 kN. The beam is rectangular, 35 mm thick and 150 mm high, and made of steel (E = 207 Gpa).
- For the beam and loading shown, integrate the load distribution to determine (a) the equation of the elastic curve, (b) the deflection at the left end of the beam, and (c) the support reactions By and MB. Assume that EI is constant for the beam. Let w0 = 6 kN/m, L = 4.5 m, E = 210 GPa, and I = 140 x 106 mm4.A beam of 8m length rests on two supports one at the right end and the other 2m from the left end. The beam carries a udl of 15kN/m over the entire span and a concentrated load of 80kN at the middle of its span. Draw SFD and BMD . Mark all salient values and locate point of contra-flexure. Ans: RB = 120kN, MC = 172.5kNm, x1 = 0.343m from B. answer must tally with those given(1a) A simply supported beam of hollow circular section of external diameter 200mm, and internal diameter 150mm has a span of 6m. It is subjected to concentrated load of 50kN and Udl of 5kN/m over the entire span. Determine the maximum slope at the support and maximum deflection at centre. Take E = 2 x 105N/mm2 (1b)Explain the following terminology: The strain Stress Young modulus in the column. Rigid Prop