3m 100 KN ↓ 3m ↓↓ EI= constant E = I 20 kN/m ↓ ↓ ↓ 6m 200 GPa 315 x 10mm

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

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Q: PROBLEM 9.97 For the uniform cantilever beam and loading shown, determine (a) the slope at the free…

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Q: Determine the deflection specified in each of the following beams. Use only one method to solve for…

A: Given: A simply supported beam with hinge support at A and roller support at C. To find: Deflection…

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

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Q: Determine the slope and deflection at point B of the beam shown by the conjugate beam method.

A: IN CONJUGATE BEAM METHOD FREE END BECOME FIXED END: DRAW BENDING MOMENT DIAGRAM: FOR PORTION…

Q: Use the virtual work method to determine the slope and deflection at point B of the beam shown

A: for determining the slope in the beam consider a section and taking moment about the section from…

Q: 5. For the beam loaded as shown, find the slope at the right support and the deflection at point A.…

A: Given: Required: Slope at right support and deflection at A

Q: 6. Given the beam loaded as shown, detemine the deflection at the midspan. Use Conjugate Beam…

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Q: Determine the deflection specified in each of the following beams. Use only one method to solve for…

A: Given: Required: Midspan deflection

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: mine the elastic curve for the simply supported beam using the x coordinate 0 ≤ x ≤4/2. Also,…

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Q: AT a Mo Q: al Find Slope at Ends and deflection at c using the conjugate beam method 6 what if a O

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Q: Use the moment-area method to determine the slopes and deflections at points B and C of the beam…

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Q: SIT C. Determine the slope and deflection at point A of the beam. W= 3 KN/ m L = 6 m E= 200 GPa B

A: in given question, calculate reaction at B RB= 12×w×lRB= 12×3×6RB= 9 Kn now calculate moment at B…

Q: Find the value of deflection at 4 feet right from left support in beam shown in Figure 4 using Area…

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Q: 1. The beam with, cross-section shown, is subjected to the load shown. Using E-200 GPa, determine…

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Q: 120 kN в B D -7 m- - 3 m– 5 m EI = constant E = 200 GPa I = 262 (10°) mm

A: The virtual work done method or unit load method: which use the law of the conservation of energy on…

Q: 3. Compute the maximum deflection and the slope at A for the beam shown. Use any Method. E= 29,000…

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Q: M M 3.

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Q: Q7 Use method of conjugate beam to determine the slope and deflection at the center of the beam…

A: Step 1

Q: A/ Use Castigliano's second theorem to determine the vertical deflection at joint B of the trusses…

A: The diagram of a truss is provided. We have to find out vertical deflection at B by using…

Q: Determine the slope and deflection at point B of the beam shown by the double integration method.

A: To find slope and deflection at point B

Q: What is the Vertical Reaction at A? What is the Moment at A? What is the Vertical Reaction at B?…

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Q: the max slope & deflection using

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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 unit load method (or Principle of Virtual Work) to determine the deflection dA in inches at…

A: EI = 28800 k-ft2

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: 6. Using moment area method, determine the position and magnitude of maximum deflection of beam…

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Q: Determine the deflection at point B of the beam using Castigliano's Theorem Method. Final answer…

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Q: Problem 3 Find the deflection of the beam at point D using Castigliano's theorem. The Young's…

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Q: Problem: Determine the deflection specified in each of the following beams. Use only one method to…

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Q: 10 Kips/ft A B 6' 6' 6' –

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Q: 2. Using conjugate beam method, compute the slope and deflection at the free end of the of the…

A: EI = 29,000 X 760 = 22.04 X 106 k-in2

Q: Calculate the deflection at end B. Integration method.

A: Consider a section at a distance x from point B.

Q: 6. A cantilever beam subjected to uniform variable load, if the beam is made of I Beam having a…

A: In cantilever beam, maximum deflection will occur at free end (point B). By using virtual work…

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: solve only by moment area method

A: Given data  Find slope and deflection at point B using Moment area method only.

Q: Determine the point at which the deflection is maximum in terms of EI using the Macaulay method.

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Q: 3. Determine the expression for the deflection of point A of the beam.

A: Given:- To find:- Deflection at point A Concept:- Double integration method:- By integrating the…

Q: Determine the maximum deflection for the beam shown by the moment-area method

A: Ay+By=0 ∑MA=0By(15)-60=0By=4 KNAy=-4 KN

Q: Determine the slope and deflection at point B of the beam shown using conjugate beam method. Show…

A: The given figure is shown below:

Q: Use the moment-area method to determine the slopes and deflections at point  C of the beam shown.

A: Use the moment-area method to determine the slopes and deflections at point  C of the beam shown.

Q: Calculate deflection at B point using the Moment-Area method. (AB/A =?) P=2kN A 4 m B

A:

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.