2. Draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown. 30 kN/m BO -10m -5 m

Q: 100 kN 300 kN–m A B 3 m 6 m 21 I E = constant = 70 GPa %3D I = 500 (106) mm %3D

A:

Q: Using the virtual work method, determine the deflection at B and the slope at D for the compound…

A: Using the virtual work method, determine the deflection at B and the slope at D of Given Beam

Q: Given the figure, find the tension at A, B, C, D in Newton. The other photo is the continuation of…

A:

Q: -6 ft 60 k-ft B 12 ft El = constant E = 10,000 ksi L= 800 in 4

A:

Q: 2. For the beam loaded as shown, by conjugate-beam method (CBM), determine the slope and deflection…

A: Given,  The given beam is one side over hanged it is loaded with   udl and point load.    Our aim is…

Q: A rigid lever arm supported by a pin at A and vertical wire at B is subjected to a downward force P…

A: ASKED: To determine- elongation of wire BD magnitude of force P normal strain in wire BD   Given,…

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

A: Reaction calculation:Ra+Rb=0.5×2×9=9kNMoment about A =0Rb×9-9×23×9=09Rb=54Rb=6kNRa=3kN Rate of…

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: For the beam and loading shown in Fig.4, determine the deflection at Knowing that flexural rigidity…

A:

Q: Using Double Integration Method analyze the beam below 25KN 10KN/m A El-120000KNM^2 El-200000KNM^2 C…

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Q: Use the virtual work method to determine the deflection at point C of the beam shown

A: Draw the free-body diagram of the real beam.

Q: Create a non prismatic beam figure and using Area moment method, find the location and magnitude of…

A: Solution: Non prismatic beam solved using Area moment method:

Q: 50 kN w = 20kN/m A 4m B 4m RA REAL BEAM Re V (kN) M (kN.m) R1 CONJUGATE BEAM R2

A:

Q: 2. Determine the deflection at point C of the beam shown in the figure (a) by double integration…

A:

Q: Using double integration method

A: Given Data E = 70 GPa = 70 × 103 N/mm2  I = 95 × 106 mm4  Determine the maximum deflection in the…

Q: 2. Use the virtual work method to determine the horizontal and vertical components of the deflection…

A:

Q: Use the method of Slope-Deflection to find the reactions of the indeterminate continuous beam shown…

A: a)fixed end moments:  Two types of load are there, for udl segment lets name the supports points as…

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: Use the principle of superposition and the tables of principal values to determine the deflection at…

A:

Q: The magnitude of the concentrated load to be applied at the free end B of a cantilever beam as shown…

A: AB is a cantilever beam, where B is free end. Now, concentrated load is applied on free end i.e, B

Q: 50 kN w = 20kN/m C A 4m B 4m RA REAL BEAM Re R, R2 M2 CONJUGATE BEAM

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Q: SOLVE FOR BEAMS DEFLECTION USING VIRTUAL WORK METHOD D(Ctrl) 2 k/ft 10 ft -20 ft 15 ft FIG. P3.5…

A: When at any point we draw the tangent, then the movement at point is termed as the rotation of the…

Q: 50 kN–m LA 4 m- El = constant E =70 GPa I = 164 (106) mm4 %3D %3D

A:

Q: using the moment area theorems determine the deflection at point B.

A: ###Calculation of deflection at B using Area Moment Diagram

Q: El is constant for the beam shown in Figure 4. • Compute the rotation of the beam at B. • Compute…

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Q: Is the twisting of an object due to an applied torque. A Circumferential shear B Torsion…

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Q: Use the principle of virtual work to determine the rotation at Support B. (The positive direction of…

A:

Q: Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in and E=30,000 ksi for all…

A: Given:P = 20 kNa = 2mI = 20000 in4E = 30000 ksiRequired:Vertical deflection of E

Q: Q. 4 Determine the slope at the supports for the beam shown below. Also, determine the deflections…

A: Given data E = 29000 ksi  I = 1000 in.4 Determine slope at the support and deflection at B & C.…

Q: Determine the slopes and deflection at point B for the beam shown below by the conjugate beam method

A: Draw the free-body diagram of the beam.

Q: -6 ft- 60 k-ft B 12 ft El = constant E = 10,000 ksi I = 800 in.4 %3D %3D

A: given beam:-

Q: Problem (8): Both portions of the shown rod ABC are made of aluminum for which E = 70 GPa. Knowing…

A: Free Body diagram of beam AB and BC:

Q: D of the beams shown 75 k 40 k Hinge 250 k-ft E A B C D F12 ft- -12 ft -12 ft- -12 ft ---- El =…

A:

Q: 30 kN/m A B 5 m –2 m El = constant E = 200 GPa I = 146(106) mm4

A:

Q: Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can…

A: I am answering the first one as instructed by bartleby guidelines.

Q: For the beam shown below, determine the vertical deflection at point B by using the virtual work…

A:

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.