E 4 m C D 4 m A B 3 m- а - 1.2 (10-5у°С
Q: Determine the slope and deflection at point B of the beam shown below by the moment- area method. 90…
A: Young’s modulus of the given beam is E=200 GPa. The moment of inertia of the given beam is I=800×106…
Q: Determine the slope and deflection at point B of the beam shown using double integration method. -2…
A: Given, E = 70 GPa or 70000 N/mm2 I = 335 x 106 mm4
Q: Determine the equations for slope and deflection of the beam shown by the direct integration method.…
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Q: Q3/ For the beam show in fig. Determine the vertical deflection at point D, using virtual work…
A: Consider the free body diagram as; Calculate the reactions as; RA=RE=1502RA=RE=75 kN Moment…
Q: Use the virtual work method to determine the horizontal deflection at joint E of the frame shown in…
A: Solution: Given Data Young's modulus= E=2000 ksi Moment of inertia, I=10000 in4 Use the virtual work…
Q: 7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame…
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Q: 37 kN/m Hinge 155 kN C A B 5 m- -2.5 m- -2.5 m- El = constant E = 200 GPa I = 146 x 106 mm4 %3D
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Q: Determine the Vertical Deflection at C. Indicate the negative sign if the answer is downward For the…
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Q: Find the vertical deflection at joint C of the frame shown. Use the method of virtual work. (c) 150…
A: Question
Q: Use the virtual work method to de termine the deflection at point C of the beam shown.
A: Given Data:Total span L=9mE=constant=70GpaI=500×106mm4Concentrated load = 100kNMoment = 300kN-m…
Q: Use the virtual work method to determine the deflection at point C of the beam shown.
A: In order to find the deflection at point C using virtual work method, we need to formulate the…
Q: Problem 7.60 Use Castigliano's second theorem to determine the deflection at point C of the beam…
A: To find Deflection at C
Q: 7.34 and 7.35 Use the virtual work method to determine the slope and deflection at point D of the…
A: The pressure that deforms the material in order to reduce the volume of the material is the…
Q: Determine the Vertical Deflection at C. Indicate the negative sign if the answer is downward For the…
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Q: Use the virtual work method to determine the slope and deflection at point D of the beam shown
A: Given:- E=200GPa I=262 X 106mm4 To find:- Slope and deflection at point D
Q: 7.35 Use the virtual work method to determine the horizontal deflection at joint E of the frame
A: Given A frame with loading Required Horizontal deflection at E
Q: Find the vertical deflection at joint C of the frame shown. Use the method of virtual work. (c) 150…
A: Given A frame Required Vertical deflection at c
Q: Determine the vertical deflection at joint D of the truss shown in Fig. 7.9(a) if member CF is 0.6…
A: The vertical deflection at any point in the beam or frame is obtained by using the method of virtual…
Q: use the virtual work method to determine the deflection at point C of the beam shown
A: Given :- A beam is shown with two point load of 200 kN and 100 kN Modulus of elasticity constant (E)…
Q: Use the virtual work method to determine the horizontal deflection at joint E of the truss shown in…
A: Consider the joint C. Draw the force diagram for joint C tanθ=yxtanθ=105θ=63.43° calculate…
Q: 90 kN b. 5 m El = constant E = 200 GPa = 800 (106) mm4 %3D
A: Direct integration method: Direct integral method is a type of structural method used to calculate…
Q: determine the rotation and vertical deflection at point C for the beam shown in Figure(1). 6 kips C…
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Q: Use the virtual work method to determine the vertical deflection at joint B of the frame shown in…
A: The given frame is analyzed by using the Virtual work method. The virtual work method is used to…
Q: Determine the horizontal deflection at joint C of the frame shown in Fig. 7.18(a) including the…
A: lets take span BC for span BCtake moment at Bmoment due to reaction of hinge R×10moment due to…
Q: Use the virtual work method to determine the horizontal and vertical components of the deflection at…
A: use virtual work methods to find deflection
Q: Determine the maximum deflection for the beam shown by the moment-area method
A: Ay+By=0 ∑MA=0By(15)-60=0By=4 KNAy=-4 KN
Q: 50 kN–m LA 4 m- El = constant E =70 GPa I = 164 (106) mm4 %3D %3D
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Q: Determine the slope and deflection at point A of the beam shown by the moment-area method. B A El =…
A: Introduction- The slope of a beams is the angle formed by the deflected beam and the real beam at…
Q: Problem 7.26 Use the virtual work method to determine the deflection at point C of the beam shown.…
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Q: Use the virtual work method to determine the horizontal and vertical components of the deflection at…
A: Given Structure: EA= Constant E=70 GPa A=1000 mm2
Q: Determine the horizontal deflection at joint G of the truss shown, by the virtu work method. 180 KN-…
A: Solution
Q: Use the moment-area method to determine the slopes and deflections at points B and C of the beam…
A: Solution;
Q: Use the moment-area method to determine the slopes and deflections at points B and C of the beam…
A: Write an equilibrium equation for the sum of vertical forces. ∑Fy=0VA+VD=150 kN ...1…
Q: 8. For the frame shown below, determine the rotation and vertical deflection at point A ( OA, AA)…
A: M=Moment due to actual load m1=Moment due to unit moment in anticlockwise direction m2=Moment due…
Q: Determine the deflection at the midpoint of the beam using virtual work.
A: Draw free body diagram Calculation of support reaction RA+RB=12×250×7RA+RB=875N
Q: 7.37 Use the virtual work method to determine the vertical defle at joint B of the frame. 1 20 kN/m…
A: ΔB=19.24mm
Q: Determine the Horizontal Deflection at B. Indicate the negative sign if the answer is to the left AC…
A: Free Body Diagram of the given problem:
Q: Determine the slope and deflection at point B of the beam shown by the virtual work method.
A: A loaded beam is given and it has been asked to determine slope and deflection at B using virtual…
Q: Problems 8.1: Use the virtual work method to determine the horizontal and vertical deflections at…
A: E = 200 GPa = 200 x 106 kN/m2 A = 1500 mm2 = 0.0015 m2 ∑MA=0 120 x 4 - VC x 3 = 0 VC = 160 kN ↑ ∑V=0…
Q: Use the virtual work method to determine the horizontal and vertical components of the deflection at…
A: E=200GPa A=1500mm2
Q: Determine the horizontal deflection at E in terms of El for the frame shown. Using the Virtual Work…
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Q: Find the vertical deflection at joint C of the frame shown. Use the method of virtual work. (a) 30…
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Q: 50 ĶN 50 kN B D 4m F 50 kN 50 kN 20 kN 4 at 3 m each = 12 m %3D
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Q: 3. Determine the deflection at point C for the beam shown by the virtual work method.
A: to find - deflection
Q: Use the virtual work method to determine the horizontal deflection at joint C of the frame shown.
A: Real system: Reaction at C ∑MA=0-RC×5+25×522=0RC=62.5 KN
Q: Use the virtual work method to determine the vertical deflection at joint C of the truss shown in…
A: Virtual work method After obtaining member axial forces release all loads. Apply a unit load at the…
Q: Where does the maximum deflection occur for the beam shown? 80 kN B 12 m 12 m 21 E= constant = 200…
A: Given data:L=24 mE=200 GPaI=600×106 mm4
Q: Determine the horizontal deflection at joint E of the truss shown due to a temperature increase of…
A: Given data, Member BC is 18 mm too long and member CE is 15 mm too short.
Q: Use the virtual work method to determine the vertical deflection at joint C of the frame shown in…
A: A framework is a structure in which a different type of indeterminacy exists. Which can be measured…
Q: 1.5 m B 100 kN 4.5 m
A: Given that:
Determine the horizontal deflection at joint E of the truss shown in Fig.P7.16 if member BC is 18 mm too long and member CE is 15 mm too short. Use the method of virtual work
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- A tapered cantilever beam AB supports a concentratedload P at the free end (see figure). The crosssections of the beam are rectangular with constantwidth b, depth dA at support A, and depth dB = 3dA/2 at the support. Thus, the depth d and moment of inertiaI at distance x from the free end are, respectively, d = (dA/2L)(2L+x) I=(bd3/12) =(bd3A/96L3)(2L+x)3 = (IA/8L3)(2L+x)3in which IA is the moment of inertia at end A of thebeam.Determine the equation of the deflection curveand the deflection δA at the free end of the beam dueto the load P.A 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm²d=927 mmbf=308 mmtf =32 mmtw=19.4 mmIx=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. What is actual bending stress of the column in MPa? a. 8.2 MPa b. 7.2 MPa c. 9.2 MPa d. 10.2 MPa 2. What is the allowable bending stress of the column? a. 150 MPa b. 143.7 MPa c. 163.7 MPa d. 155.7 MPaA 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm²d=927 mmbf=308 mmtf =32 mmtw=19.4 mmIx=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. Which of the following gives the value of critical slenderness ratio? a. 16.86 b. 26.86 c. 46.86 d. 36.86 2. What is the ratio of Allowable axial stress to Actual axial stress (fa/Fa)? a. 0.192 b. 0.172 c. 0.182 d. 0.162
- A vertical semi-circular gate, diameter horizontal and lower-most is hinged along the diameter, while the upper-most part is resting against the vertical side of the tank in which it is placed. The gate's diameter is 8m, and 10 m below the water surface in the tank. Find the reaction at the upper most part of the gate that is resting against the wall of the tank in KN. a. 762.48 b. 799.67 c. 830.75 d. 810.22Determine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EIMoment wrt point A
- A 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm² d=927 mm bf=308 mm tf =32 mm tw=19.4 mm Ix=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. What is the eccentric moment(Mx) in KN-m? a. 100 b. 150 c. 175 d. 90 2. Which of the following most nearly gives the actual axial stress? a. 37.2 MPa b. 47.2 MPa c. 27.2 MPa d. 57.2 MPa 3. Which of the following gives the value of critical slenderness ratio? a. 16.86 b. 26.86 c. 46.86 d. 36.86 4. What is the ratio of Allowable axial stress to Actual axial stress (fa/Fa)? a. 0.192 b. 0.172 c. 0.182 d. 0.162 5. What is actual bending stress of the column in MPa? a. 8.2…W1 = 10 kN/m P2 = 60 kN a = 2 c = 5 M1 = 35 kNmmoment is 22kip.ft