16-38. Determine the maximum deflection of the simply supported beam. E - 200 GPa andI- 65.0(10) mm. 30 kN 15 kN -2m 2m -2m.

Q: Compute the value of Eld at the overhanging end of the beam in Fig. P-87C known that the wall moment…

A: Draw free body diagram From the above diagram y3=25y=1.2kN

Q: EX.. An overhang beam of uniform El is loaded as shown in the figure below. The deflection at ine…

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Q: FROBLEM. For the gier propped begm, determine 4Thẻ deffeig at the mitspan. 2 braw the Shegr & Moment…

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Q: HW For the shown bem -Column derive ane isolve the di fferential equalion of tue deflection aurve,…

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Q: A cantilever of length L and having a flexural rigidity El carries a distributed load that varies in…

A: The FBD of the beam is shown below:

Q: In the beam loaded as shown, find the deflection at D using the Castiglione's method W L/2 Mc -C…

A: We have to calculate load and deflection at D by using Castigliones method.

Q: Use Virtual Work Method Solve for the resultant deflection at Joint B.

A: ##Using virtual work method## solve for resultant deflection at joint B##

Q: The beam has a moment of inertia of /= 125(106) mmª. Determine the slope of the beam at B. E= 200…

A: Given : I = 125 X 106 mm4 E = 200 GPa Determine the slope of the beam at B?

Q: 13. DE TERMINE THE DEFLECTION AT THE RIGHT END OF THE DEAM. 15KN Im 21 ay Im * GKN/m

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Q: Answer the questions about the below beam. 10kN/m E = 200,000Mpa %3D | = 1 X 109 mm 10m

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Q: 180 kN 270 kN 3 m 3 m 3 m 21 E - constant - 200 GPa I - 420x10 mm The beam has an additional load of…

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Q: A simply supported beam is loaded by a couple M at its right end. Determine the maximum deflection…

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Q: Q2. For the steel truss (E = 200 GPa) and loading shown, determine the deflections of all mombors…

A: According to given data

Q: For the overhanging beam, determine (a) load; and (b) the maximum value of Ely E Function. 24 kN

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Q: *12-4. Determine the equation of the elastic curve and the maximum deflection of the cantilever…

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Q: 16-58 The framework consists of two A-36 steel cantilevered beams CD and BA and a simply supported…

A: Consider the free body diagram of the beam BC shown below. Here, VC is the vertical reaction at…

Q: 165 Ib/ft A 8 ft B ift 4,500 lbl

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Q: Derive the deflection at different points of the beam, as shown in the table. Use CONJUGATE BEAM…

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Q: 5-2.2-1: Find the deflection at midspan using a W10X45: 10' .5k/ft 10k 5

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Q: M- 12 (25L - 40L2x2 + 16x*) Ely- 960L WL SwL 192EI WoL -8,- WL 120EI 60EI for 0<x < 6. ML L.

A: Find maximum deflection of given beam

Q: 75 k 40 k Hinge 250 k-ft Determine the deflection at point D. You can use any method you prefer. B C…

A: given beam is proped cantilever type. it has zero degree of indeterminacy. to compute deflection at…

Q: Calculate the ultimate moment capacity of the special beam as shown. Assume fc'=21Mpa and fy=415Mpa.…

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Q: Q5. Find the Deflection at B using the conjugate beam method 2 101 A in B 4221/m C (-ve) 14 BMD D 24

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Q: The deffectign at the mitspan. 2 braw the Shear & Momept diagrams Uise E=50Xid2 Nm2

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Q: The maximum deflection in simply supported beam of span 10 m subjected to a central point load of…

A: Given data : Length (L)=10 m Load (W)=100 KN EI=104 KN×m2

Q: Qel use the moment-area methed to determine the Sopes at ends AKD and the defheting at polnts B and…

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Q: 8-33 Determine the slope at B and the mazimum deflection of the beam. Assume A is a roller and Bisai…

A: For Real Beam : Support Reactions : Due to symmetry, RA = RB = 4 + 2 + 42 = 5 kips M/EI Diagram :…

Q: 04) For the beam loaded as shown determine the maximum between the supports and the angle of…

A: Given data: EI=86 kN.m2

Q: 2. Compute for the reaction at the center so that there will be no deflection at the center of the…

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Q: Detormine the reactions and moments for the beam shown using slope-deflection method. 18 k 10k 1. E…

A: The slope deflection method is used to analyze indeterminate beams. For a span AB, the slope…

Q: Determne the Horizontal Deflection at A. Indicate the negative sign if the answer is to the left VWM…

A: Given, There is A VWM frame   Given that, Young's modulus of elasticity (E) =2×105 N/mm2 Moment of…

Q: For the cantilever steel beam [E-180 GPa: t-94 x 10 mm1, use the double-integration method to…

A: The answer is found to be Deflection at point B =" 11.726 mm " For explanation please refer the…

Q: For the beam and loading shown, determine the location and value, in terms of (P, L, E, I, A) of the…

A: Given:Required:Location and magnitude of maximum deflection

Q: Using Moment Area Method, determine the deflection at the point of application of the concentrated…

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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: (D.L) t g=12 kN/m (L-L) p=20 kN/m атple G=70 kN P=19 kN Given 25 N/mm2 cu E 3.00- f, = 360 N/mm²…

A: Step-1: Geometrical properties of the beam Step-2: Factored load on the beam Step-3: Bending moment…

Q: An overhang beam of uniform El is loaded as shown in the figure below. The deflection at the free…

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Q: Determine the deflection at point D. Use Conjugate method. Choose the best answer:  a. 164400/EI…

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Q: q14 A cantilever beam ACB has end A fixed and subjected to a point load P at free end B. The point C…

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Q: 150 mm 30 mm Yo di N.A. dz 30 mm 160 mm

A: Determine the moment of Inertia of the section.

Q: What is the maximum deflection of this beam? W (P-WL2)/2 El L3 (8P-3WL)/(24 El) (8P-3WL)/(12 EI) L3…

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Q: Find the horizontal defleftion of joint E. E= 2,000 ksi; I= 10,000 in⁴

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Q: Ac and op- 201N 30KN D. E - 200,000 MPa I = 9 x 107 m 3m 2m

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Q: An overhang beam of uniform El is loaded as shown in the figure below. The deflection at the free…

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