7.26 Determine the smallest moment of in- ertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length (i.e., Amax ≤L/360). Use the method of virtual work. 60 KN 300 kN-m A B 5 m L = 10 m El = constant E = 200 GPa FIG. P7.26 5 m

Q: 3. Determine the midspan deflection of the beam shown in Fig. P-687 if E= 10 GPa and I = 20 x 106…

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Q: HW 1: Determine the deflection at point D of the beam shown in Fig. below by the virtual work…

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Q: Find the value of midspan deflection for the beams shown? 900N/m 400N 600N.m Im Im 3m 2m 2m

A: As there are two different questions posted, according to the guidelines, only the first is being…

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: Determine the deflectiom at the free end on the beam using conjugate beam method. The homogeneous…

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Q: Determine the deflection at point C of the beam shown in Figure. E = 200GPa, I = 50(106 )mmª. 24 kN…

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Q: Using Area Moment Method: Determine the deflection at point D of the beam shown. -5 m 180 KN B C -5…

A: Given Data  E = 70 GPA I = 2340 × 106 mm4 Determine the deflection at point-D of beam using Area…

Q: 1. Using the method of superposition, find the deflection at a point midway between the supports of…

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Q: The overhang beam shown below has a non-prismatic section. Given E = 29000 ksi, I = 3000 in¹.…

A: Given: A non prismatic overhang beam  Required: Rotation at C and deflection at D using conjugate…

Q: IV- Double Integration Method 4. Determine the slope and deflection at B and the maximum deflection…

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Q: 0.75 m 20 KN Cl 1.2 m 20 KN 1m D DE

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Q: Answer the question What will be the deflection at Cfor the beam shown? P A B C - 1,1 ta a, I

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Q: Determine the maximum deflection for the beam shown by the conjugate beam method. 135 kN B -2.5m- -5…

A: To find maximum deflection using conjugate beam method

Q: QUESTION 2 - BEAM [30] For the beam shown below, determine the vertical deflection at point B by…

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Q: 1. Determine the deflection at joint 3 (i.e., Azv) for the following truss, assume that EA is…

A: Draw FBD:

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

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Q: For the beam shown, determine the deflection at D using Castigliano’s second theorem. Please be…

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Q: ind the maximum deflection for the cantilever beam using Virtual Work Method.

A: The uniformly distributed load on beam is Length of beam is L = 8 m

Q: Determine the deflection at the midspan of the beam shown below. 10 kN 5 kN/m Art 21 THIT B 1 m 1 m…

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Q: Determine

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Q: 35 kN/m -5m- 1600 (10) mm B E-constant Hinge -2.5 m-+ 1200 (10) mm² 210 GPa 150 kN -2.5 m- D

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Q: For the beam shown in Fg.2,Compute the slope of the elastic curve at A and C, and the deflection at…

A: integration method Σfy =0 => RD= 102 KNMD = 52 1+2+10= 31.2132 kn-m (10+152) kn-mmoment equ…

Q: HW 2: Determine the horizontal and vertical components of the deflection at joint B of the truss…

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Q: Determine the maximum deflection for the beam shown in Fig. 6.17(a) by the conjugate-beam method.

A: In the conjugate beam method, the real beam is converted to the imaginary beam with the same…

Q: Find the deflection at point D using a virtual method.

A: Given Data Find the deflection of point D using virtual load method.

Q: Q1: Use the conjugate-beam method an beam. El=30000 kN.m2. 80 kN.m EI B +-3m-

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Q: Determine the smallest cross-sectional area A required for the members of the truss hown, so that…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: Determine the maximum deflection of the beam shown in Fig. a. EI is constant.

A: Since reactions are already shown in the figure. So, by Macaulay's method of integration, deflection…

Q: 7. Find the deflection at point C from the beam loaded as shown. Use E = 200 GPa and 1= 9 x 107 mm.…

A: Given:- E=200 GPaI=9×107 mm4 To find:- Deflection at C using conjugate beam method

Q: Determine the maximum deflection for the beam shown by the moment-area methoc 135 kN в -2.5m- -5 m…

A: E=70GPa I=210*106 mm4 To find maximum deflection

Q: El = 2200 kips DETERMINE DEFLECTION AT A.

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Q: 9.6-1 A cantilever beam AB is subjected to a uni- form load of intensity q acting throughout its…

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

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Q: 4. The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm²…

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Q: 3. Find the deflection at the midspan of the beam loaded as shown. The beam supports a uniformly…

A: The given beam is statically determinate beam and can be analyzed using the equations of equilibrium…

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

A: Given: q = 14KN/m P = 35 KN Required : Rotation at support B

Q: robem 3 Lor the beam shown in Fig.3, Compute the slop of the elastic Curve at A and B amed the…

A: Procedure : Apply equilibrium condition Take the moment at point A Apply the singularity function…

Q: Specify the maximum deflection of the beam shown. EI is constant. E = 200 GPa, I = 15(106)mm4 1.…

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Q: etermine the deflection (A) at point B of the beam shown. E= 200 GPa, I = 250,000,000 mm4 20 kN B. 5…

A: Apply the standard result of deflection at end of cantilever beam

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.