For the cantilever beam shown with E = 15,000KN/cm?, determine the deflection [in cm] at point midway between A and B. 3m 3m 130KN A 4-45,000 cm4 B 2-30,000 cm4

Q: Question 61 The conjugate beam A'B' for the real beam AB is shown below. Determine the magnitude of…

A: The moment diagram of the beam is considered as load and that beam is known as the conjugate beam.…

Q: Q2: For the beam shown in figur , determine the value of I that will limit the maximum deflection to…

A: let,RA=vertical reaction at A in upward directionHA=horizontal reaction at A in inward…

Q: E=160 GPa I= 65.0*106mm4 What is the slope and deflection at the end of the beam?

A: Given,

Q: The 9m beam in figure 05 is loaded as shown. The location of maximum deflection measured from the…

A: Length of beam, L=9mThe magnitude of uniform varying load=2KNm

Q: Two straight wires AC and BC, 8 mm diameter each meet at joint C as shown in figure below. Supports…

A: Given data,  Diameter of each wires = 8mm = 0.8 cm  Load applied= 500 kg  E= 2*10^6 kg/cm2  We have…

Q: From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E…

A: Using Unit Load Method One can get the solution for deflection and slope:Deflection =∫abMm1EIdsWhere…

Q: For the beam W360X44 and loading shown, calculate the deflection at point C. E=200GPa 9 IP =150KN a…

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Q: 600 N/m- 1m 2 m

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Q: We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than…

A: E = 5000 ksi = 720000.00 ksf I = 1000 in4 = 0.0482 ft4

Q: on at the free end. See figure 06. El = 1600NM² 6m Figure 06 c0m F0m

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Q: [100 lb 80 lb A + 2 ft 4 ft 3 ft B.

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Q: For the shown beam, calculate the deflection as well as the slope at point (e). EI is constant. 100…

A: Given data:- Beam diagram show in figure;

Q: For the beam shown, solve for the deflection (in mm.) at B. Use the following data: W = 3.2 kN/m L=…

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Q: AK N zm zm

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Q: 2KN/ EI = 1600NM² 6m 4m Figure 06

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Q: PROBLEM 1(USING CONJUGATE BEAM METHOD) DETERMINE THE DEFLECTION AT POINTSB AND D 2.5 k/ft Hinge 35 k…

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Q: A cantilever beam subjected to uniform variable load, if the beam is made of I Beam having a…

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Q: Use 3 decimal places

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Q: beam of length 6m is supported at its ends and carries UDL 0f intensity (25+33 kN/m) as shown in…

A: Solution; Given data; The length of beam AB is given as 6 m. But the sum of AB, CD, DB is 8 m. So,…

Q: 7.7.Consider the beam composed of two materials in lengths shown in the following figure following.…

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Q: p, thank you.

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Q: The intensity of the distributed load on the simply supported beam varies linearly from zero to wo =…

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Q: Given E = 29000 ksi, the cross-section area of the top and bottom chord members = 1500mm^2 and o the…

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Q: 3. By using Conjugate Beam Method, Determine the deflection at the free end of the beamshown 5 m 300…

A: A cantilever is loaded as followsD

Q: Problem 3: For the truss structure and loading shown below, compute the horizontal deflection at…

A: A truss is hinged at D and roller supported at A,A point load is applied at C of magnitude 40kips in…

Q: `D (4 in.?) E (4 in.2) 15 ft (3 in.2) (4 in.2) (4 in.?) B 25 k 25 k 20 ft 20 ft E = 29,000 ksi (3…

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Q: A 10 m long beam has a 3 kN point load applied to the cantilever steel beam. The load is applied 4 m…

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Q: 600 N/m 2 m

A: This problem can be done by various ways for example.. Moment Area method  Conjugat beam method By…

Q: If the midspan deflection is 50mm, and the load P = 15KN, determine the maximum length L of the beam…

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Q: 70kN 60KN 12KN/m 25KN.m. B C E A 6m 2m 2m 2m 21

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Q: Determine the vertical deflection of joint D produced by the 30-kip load as shown in the figure…

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Q: Calculate the deflections in B, which is in the middle of the central section, using the CONJUGATE…

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Q: In the figure shown, each of the four vertical links connecting the two rigid horizontal members is…

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Q: Using the Moment Area method, determine the deflection at the right side of t the cantilever beam…

A: P = 60,000lb = 60Klb uniform load between C to D = W Klb/feet E = 29,000ksi I = 4000 in4

Q: Use Moment Area Method to analyze the deflection of the beam shown: E=29x106 psi, I= 170 in 2400 Ib…

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Q: 24 m^4

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Q: The 9m beam in figure 05 is loaded as shown. The location of maximum deflection measured from the…

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Q: Determine the horizontal deflection of point D due to the 3-kip load on the beam as shown below.…

A: E = 29000 ksi I = 120 in.4 Determine the horizontal deflection of point-D. Let's solve using Unit…

Q: Using the solved Moment inertia, calculate the 4ft. from the left support. deflection at 0.3 in 0.4…

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Q: From the given beam shown in the figure, E = 200 GPa and I = 250 x 10° mm*. Determine the deflection…

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Q: Calculate the maximum deflection of the beam in the figure. E = 200 GPa and Inertia = 3500 cm ^ 4.

A: The following figure shows the Free Body Diagram of the beam. Adopt the Conjugate beam method to…

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.