40 kN 1 20 kN Find slope and deflection at D C V DV = 100 MN. m A B 3.0 m 1.5 m 1.5 m

Q: Q2/ For the truss show in fig. Determine the horizontal deflection at joint G, using virtual * work…

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Q: Using moment-area method, determine the angle of rotation and deflection 10 ft from “A”. EI is…

A: Given: To find: Angle of rotation and deflection  at 10ft from A

Q: Q#2 Determine the reactions of all supports using the slope-deflection method. El is constant. 200…

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Q: A SSB of 8 m span carries a point load of 10 kN at its centre. It also subjects to a UDL of 1 kN/m…

A: Given:Length of beam,L=8m=8×103mmPoint load,P=10KN=10×103N=104NUDL=1KNm=1×103N103mm=1NmmYoung's…

Q: From the given figure shown, determine the deflection at the mid-span [in terms of /EI). Assume…

A: For solution refer below images.

Q: Draw the Shear & Morment Diagrams and sketch the deflected shape for the bearns shown below…

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Q: For the beams below, determine the location of the maximum deflection using double integration…

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Q: A 70kg human steps at the tip of a springboard used to dive in a pool. The springboard has a length…

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Q: Total Length Of the beam L = 50 cm, LI= 17.5 cm and self weight of beam = 5 N Load Fi = 1.2 N,…

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Q: 15. A 1 cmx 20 cm sheet of water is deflected as shown in Figure. The magnitude of the horizontal…

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Q: Determine the vertical deflection at joint B of the truss shown in Fig. P7.17 if members AB and BE…

A: Consider the free body diagram of the virtual truss as follows: External reactions for the…

Q: 1.5 k/ft 30 k D. B 6 ft +4 ft- 5 ft- El E = 1,500 ksi I = 20,000 in.4 constant

A: to find-  the slope at point B deflection at point C

Q: * A Given the FLEXURAL RIGIDITY of the beam shown=6000 KN.m^2, find the deflection at the roller…

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Q: QI/ Find the rotation and vertical deflection at the point (B)? E = 200 kN/m² x 10° I = 200 × 108m…

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Q: Hw: Find te slope and deflection in the section (A-A) and the Section cB-B) for the beam Shown.…

A: Given Data: The uniform load is w= 2 kN/m. The span of the beam is L=4.5 m The value of E=205 GPa.…

Q: VIRTUAL WORK METHOD For the beam shown, determine the slope and deflection at points F and D. Points…

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Q: H.W (2):A helical compression spring is made of hard drawn carbon steel has a maximum permissible…

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Q: F16-5. Determine the maximum deflection of the simply supported beam. E = 200 GPa and / = 39.9(10)…

A: Given: A simple supported beam with moment applied at both the ends. To determine : The maximum…

Q: 2. By using Three Moment Equation, determine the deflection 3mto the left of roller support. 30 kN/m…

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Q: Assume that El is constant for the beam. Let w = 9 kN/m, L = 5.0 m, E = 190 GPa, and I = 105 x 10°…

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Q: c) Calculate the vertical deflection at Point B. d) Briefly describe how you would solve the…

A: In this problem, it is asking about the parts c and d.

Q: C) Ose Castigtion's theorm to find vertical deflection in pant ca) for the beam shown below,…

A: Given data: The modulus of elasticity is E=200 GPa=200×103 MPa The inertia of the beam is I=300×106…

Q: 4. A cantilever of length 2m carries a point le kN at its centre. If E = 10 N/mm?and I 10 area…

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Q: 7.24. Find the deflection at C; E = 200 × 106 kN/m², I of beam = 100 × 106 mmª, A of cable = 200…

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Q: 20 kN 10 kN.m 4 m 2 m

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Q: Q/ Find the deflection y (x, t) of the vibrating string Length L=π end fixed and C². I = 1…

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Q: Given the 200mm x 400mm beam with the loading shown, determine: a. the amount of load P applied on…

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Q: 6 kN 2 m 1m C

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Q: The steel (E 200 GPå, I = 351 x 10° mm*) beam shown below has a pin support at A, a roller support…

A: RA+RC=55×10=550 KWM=-(55×10×5)+(RC×7.2)=0Rc×7.2=2750RC=382 KN

Q: 04: For the beam shown in Fig. 4, determine the deflection at point D and indicate whether the…

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Q: E F 15 pulg 8 pulg A В C D -8 pulg- -8 pulg-- 8 pulg- → P

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Q: Calculate the deflection of the beam at point C in mm . F1 F2 A B |C 1.5 m 1.5 m →–1.5 m –→–1.5 m

A: The above diagram represents the reactions at…

Q: | 90 kN 190 kN D EV |B For the beam and loading shown, determine the deflection at S250 x 37.8 point…

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Q: a. Slope of the elastic curve at A b. Deflection 2m to the right of A

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Q: P Ib w lb/ft w lb/ft B. - 6 ft- - 6 ft- 4 ft-

A: We calculate reaction at A and B first Sum of all forces in Y axis = 0 RA + RB -6 -6 -4= 0 RA + RB =…

Q: * Given the FLEXURAL RIGIDITY of the beam shown=6000 KN.m^2, find the deflection :at the roller…

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Q: aicate the theoretical Tormulas resuiting for tne maxii deflection (constant EI). check the…

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Q: A Given the FLEXURAL RIGIDITY=6000 KN.m^2. The :deflection value at point A is 50 kN B 9m Maximum…

A: Given data as per the question Flexural rigidity =6000 KN.m2 Load applied on free end =50 KN Length…

Q: (Situation no. 2) For the beam supporting the loads shown with E= 200000 Mpa and I=1x10^8 mm^4. (4)…

A: Given data, Young's modulus, E = 2×105 MPa = 2×105×106 Pa Moment of inertia, I =  1×108 mm4 =…

Q: 2. Determine deflection at B. [E= 200 GPa, l= 129 x 10 mm, L= 4m, P = 60 kN, w = 40 kN/m]

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Q: and determine the max deflection and max bending stress E= 200 GPa 3 kN/m A B 10 m 20 m 21 c = 0,25…

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Q: Determine the deflection @ C using Moment Area Method. (Your final answer should be in "mm") 8 kN/m…

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Q: 11B. Using the slope deflection method, determine the end moments of the given frame. 75KN EI = 2.00…

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Q: Exercise: Using the virtual work method. Find the deflection at point C. E= 200 Gpa, I=70x10°mm 50…

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Q: 30 kN-m Determine the slope and deflection at A. El = 200 GPa and / = 60.0x10°mm.

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Q: 2. For the shaft shown below, having diameter 30 mm and mass density 7700 kg/m³, (1) (ii) (iii)…

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Q: Qq Determine the deflection at point C for the beam shown in Figure 1. Use E= 1.2 MN.m². 15 kN 12…

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Q: er beam is of 1 m long, having a square cross section of 4 cm side length. The beam is fixed on one…

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Q: Hiw: Find the slope and deflection in the Section CA-A) aned the Section (3-B) fur the beam Shown.…

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Q: Problem No. 3 Using double integration method to determine the deflection at L and 1.5L for the beam…

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Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.