Draw the free body diagram. 80 mg 60 20 650 mm 200 925 mm mm By
Q: Which of the following is the shear force diagram for the beam below. 12 kN/ m C 3 m 6 m
A: Let the support reaction at B and C are RB & RC. The reactions are calculated as :…
Q: Given the simply supported beam that has a T-shaped cross section shown. A/ 400 lb/ft 10 ft B 1000…
A: To Find : The maximum tensile stress of the beam in psi . F.B.D: The free body diagram is,…
Q: a. the normal strain in the wire rope b. the total deformation (in mm) of the compound bar c. the…
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Q: The steel I-beam in the drawing has a weight of 1.20 x 10° N and is being lifted at a constant…
A: Draw the free body diagram for the above problem as follows.
Q: he uniform plank ABC weighs 40 kg. It is supported by a pin at A and a cable that runs around the…
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Q: Select the appropriate Stress -Strain plot which has the highest elastic modulus from the following…
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Q: In the Figure 6, the absolute force value in the bar BC is (in kN): Figure 6: 5 m X 5 m A 20 KN 5 m…
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Q: Determine the reactions in C and D, the shear force diagram and the bend moment diagram of the…
A: Consider upward force & CW moment as (+)ve and downward force & CCW moment as (-)ve. Let…
Q: what should be its diameter? Also find the length of the middle portion, if the total extension of…
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Q: Determine the bending strain energy in the 2-in.- diameter A-36 steel rod.
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Q: L=20 m Bmax h= 6 m
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Q: 04m d=0.15m D
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Q: If P = 30 kN, determine the total strain energy stored in the truss. Each member has a…
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Q: (a) Using the Castigliano method, derive an expression for the vertical bend in D. (b) Determine the…
A: (a) The diagram of the beam with support reactions and an imaginary load Q at point D is given as,…
Q: 600 N 800 N 1m 2 m 900 N. m 600 N 800 N Im 2 m 900 N. m 600 N 800 N 1m 1m 2m
A: Explaining the correct free-body diagram (FBD) of the beam.
Q: 2) Reqd: Determine e of A relative to D G = 12 x 10° psi MN Ib t U-41 0001 1000 lb ft 900 lb ft er…
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Q: Determine as expressions of the elastic line, the deflection and the large at point B. E = 200 Gpa…
A: To find equation of elastic curve and deflection at point B
Q: µA ? The cooling unit has a total weight of 50 kip and a center of gravity at G. (Figure 1) Value…
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Q: The linkage is made of three pin-connected A992 steel members, each having a diameter of 11 4 in.…
A: Write the properties of A992 steel. Draw the free-body diagram of the structure.
Q: equations of the elastic curve for the shaft using the x1 and x2 coordinates. Take El as constant…
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Q: 24 kN/m 64 kN • m C D B A 2 m - 2 m – 2 m-
A: Beams are used in structures to carry and transfer loads. When a simply supported beam is subjected…
Q: Refer to the beam loaded as shown. What is the value of Ay? y 8.2 m - 5.5 m - 1000 N 600 N 4.5 m…
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Q: 16.4%. E76.9% =30.3/- 1. When three forces are in equilibrium, the resultant of any two forces…
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Q: 7- Determine the load in each road (the rod from same material and same area ) 2 m 2 m 1.5 m A 1.5 m…
A: To find load in each rod
Q: If load P = 20.3 kips, determine the normal force in bar (1). D A 6 ft 43.8 kips 31.0 kips 33.8 kips…
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Q: 6 kN 6kN/m 4 m 2m
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Q: In pure bending case, the neutral axis must pass through the: a. Section centroid. O b. Section…
A: To find : In pure bending case , the neutral axis must pass through the
Q: 23- Based on the figure given, which of the following comparisons between Material A and Material B…
A: Definition of ductility: The ability of the material that can deform plastically upto the failure…
Q: The shear force of section K in the structure is F
A: GIVEN:
Q: w = 40 kip/ft w = 20 kip/ft a L = 30 ft
A: Dividing the load in two parts and then solve for the following
Q: Determine the steady state responise of the beams F(t) = Fo sin Qt y2 a 2а B1 A1 EI,P k1 EI,P B2 A2…
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Q: 24 KN 0,6m 1.2m D C 1.5m 12 KN 0.3m В 1.2 m A E
A: to find all reactions at point step 1
Q: If load P = 20.1 kips, determine the normal force in bar (1). D A 6 ft 42.0 kips O 28.2 kips 33.5…
A: The normal force in bar (1) is 33.5 kips. Therefore, option 3 is correct answer.
Q: 9. The rigid bar AB is supported by two rods made of the same material. The bar is initially…
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Q: uss consists of three members, each made from A-36 steel and having a cross-sectional area of 0.75…
A: given three member truss each member made of A-36 steel length of each member L=16ft=192inand having…
Q: 6) In a bending operation, if the modulus of elasticity E is increased keeping all other properties…
A: As per given question We have to find the correct options and explain
Q: Cantilever beam has fixed support at the point A as shown in Fig. 4. Determine the component of the…
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Q: 22. The cable AB is subjected to a uniform loading of w = 1000 N/m along the x-direction, as shown.…
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Q: Data taken from a stress-strain test for a ceramic are given in the table. The curve is linear…
A: Plot the diagram from the values given in the table, As given, the curve is linear between the…
Q: the bar shown is subjected if the length a = 584 mm a if the modulus of elasticity then, its new…
A: Any action that can change the state of motion is called force, Force is described by its magnitude,…
Q: The steel block shown in is subjected to a compressive force on all directions. Determine the change…
A: Given data as per question Poisson ratio =0.28 E of steel =210 ×103Nmm2 Δy=-1.3 mm…
Q: If load P = 22.9 kips, determine the normal force in bar (1). D P P A 6 ft 51.9 kips 44.8 kips 27.3…
A: Given that, P = 22.9 kips The force in bar (1) is obtained by taking the moment of forces about…
Q: For the loaded beam shown determine the reactions at A and B? If the reaction at B is roller, can…
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Q: Q1/ In each case, draw the estimated elastic curve: -4 m- 8 kN.m 2 kN/m 8 kN 4 kN
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Q: Determine the Ely in midspane the beam loaded shown in fig 50 KN 300N/m C A D B 2m A 3m 2m
A: Deflection When beam is subjected any load or moment the deformation takes place in the beam. The…
Q: Answer T/F; For the truss below. 30 kips 20' 40 A 30° 60° 23.09 11.55 34.64 T/F Member AC is in…
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Q: The wires each have a diameter of 1 2 in., length of 2 ft, and are made from 304 stainless steel. If…
A: Given diameter of wire d=0.5 inch length of wire l=2 feet Material of wire 304 stainless steel…
Q: In each case, draw the estimated elastic curve: 4 m- 8 kN.m 2 kN/m 8 kN 4 kN
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Q: If load P = 17.3 kips, determine the normal force in bar (1). A 6 ft O 36.5 kips O 28.8 kips O 17.7…
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- The piston of a reciprocating engine exerts a firce of 180 kN on crosshead when the crank is 35 degree (angle beta) past TDC. If the stroke of the piston is 800 mm and the length of the connecting rod is 1.65 m, find, in kN. a) the guide force FG and , b) the firce on the connecting rod Rc .hint: radius AC is 1/2 of the stroke and Angle "phi" may be solved using sine law. Draw FBDBending moment equation for segment BC. * a. 7.35x(KN)-0.05x3(KN/m2)-34.3KN.m b. 7.26x(KN)-0.07x3(KN/m2)-35.3KN.m c. 7.28x(KN)-0.06x3(KN/m2)-33.4KN.m d. 7.6x(KN)-0.08x3(KN/m2)-32.4KN.m3) The force, FT = 1 kN, and moment, MT = 0.5 kN-m, at the tip are caused by a wing tip vortexand a winglet, not shown. L = 12 m and the spar has an elastic modulus of E = 70 GPa and aPoisson’s ratio of n = 0.33. The mass of the wing is 4000 kg, and the weight of the engine is 107kN. Use 9.8 m/s 2 for the acceleration due to gravity.Consider the cross-section shown (you can look these up). Pay attention to the coordinate systemgiven in the drawing.d) where is the centroid?e) what is the area?f) Calculate the shear modulus
- 3) The force, FT = 1 kN, and moment, MT = 0.5 kN-m, at the tip are caused by a wing tip vortexand a winglet, not shown. L = 12 m and the spar has an elastic modulus of E = 70 GPa and aPoisson’s ratio of n = 0.33. The mass of the wing is 4000 kg, and the weight of the engine is 107kN. Use 9.8 m/s 2 for the acceleration due to gravity.Consider the cross-section shown (you can look these up). Pay attention to the coordinate systemgiven in the drawing.g) Compute each of these moments of inertia with the values b = 0.4 m, d =0.5 m , t =0.1 m.3) The force, FT = 1 kN, and moment, MT = 0.5 kN-m, at the tip are caused by a wing tip vortexand a winglet, not shown. L = 12 m and the spar has an elastic modulus of E = 70 GPa and aPoisson’s ratio of n = 0.33. The mass of the wing is 4000 kg, and the weight of the engine is 107kN. Use 9.8 m/s 2 for the acceleration due to gravity.Consider the cross-section shown (you can look these up). Pay attention to the coordinate systemgiven in the drawing.a) what is the moment of inertia about y-axis in terms of the symbolic dimensions shown?b) what is the moment of inertia about z-axis in terms of the symbolic dimensions shown?c) what is the polar moment of inertia in terms of the symbolic dimensions shown (i.e.about the x-axis)?d) where is the centroid?e) what is the area?f) Calculate the shear modulusg) Compute each of these moments of inertia with the values b = 0.4 m, d =0.5 m , t =0.1 m.l4//me shear and bending moment diagram as shown in figure. by graphical method. 132.5KN 122.5KN.m ) sgN/m b itwd L oe—dine—d
- A gantry crane of weight W=100 Kg moves across a bridge with the length /=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles. So it’s wrong answer 1136 N can anyone how to solve for it different ?A 4.8 m-long from fixed point, 0.5 m wide and ssumed a thickness of 30 mm troughout a springboard made of high strengh S-2 glassfiber material which weighs 3.6-kN/m. If a diver impacts 30-kN at the free-end of the board when about to dive, calculate: i. the reaction at the fixed-end of the cantilever and bending moment diagram. ii. the maximum bending moment in the beam. if the material Young's Modulus of elasticity is 93.8 GPa find: iii the maximum slope of the beam. iv. the maximum deflection in the beam. v. the maximum strength in the materialPRIOR ANSWERS: Reaction Forces: By = 76.809 Cy = 15.94 Shear Forces: V (× = 10.5- ft (i.e., just to the left of support B)) = -36.75 kips V ( x = 10.5+ ft (i.e., just to the right of support B)) = 40.059 kips V (x = 25.5 ft) = -12.441 kips V (x = 26.5- ft (i.e.. just to the left of support C))= = -15.941 kips Bending moment: M (x = 10.5 ft (i.e., at support B)) = -192.9375 kips-ft M (x = 25.5 ft) = 14.1975 kips-ft
- Can you provide me the step by step process of this? Thank you! Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and shear-force diagram are provided.MA = 22 kN-mMB = 10 kN-mAy = 17.00 kNBy = 13.00 kNDraw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 5.0 ft, b = 3.4 ft, P = 25 kips, and w = 1.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.Topic: Couples, Resultant of Force Systems & Equilibrium If F1 = 10N, F2 = 15N, F3 = 8N, F4 = 10N, F5 = 18N, and the length of te side of a red square is 1m. Calculate magnltude (+ for CCW, - for CW) of the resuItant moment (N-m) about point A. Calculate the magnitude of the reItant f0rce (N). (Answer: 50.80Nm, 20.33N)