The uniform 21-m pole has a mass of 120 kg and is supported by its smooth ends against the vertical walls and by the tension Tin the vertical cable. Compute the magnitudes of the reactions at A and B. T 14 m 7 m A 16 m

Q: The light boom ABis attached to the vertical wall by a ball-and- socket joint at A and supported by…

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Q: Situation 2. 20 KNm IC 3m

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Q: An overhang beam is situated above a cantilever beam carrying its roller support. Determine the…

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Q: D 2.25 m A B C Q 3.75 m 20 kN 20 kN 20 kN 20 kN F '1.8 m'1.8 m'1.8 m'1.8 m"| E - 4.5 m- The frame…

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Q: 6. At the instant shown, point P on the cable has a velocity Vp = 12 m/s, which is increasing at a…

A: As per company guidelines, we are allowed to solve only one independent question. Solve for this…

Q: What is the maximum value of moment at A in KN-m?

A: To find moment at A

Q: 115 kN 10 kN/m A B Hinge E D +- -12 m -12 m 12 m -9 m 5. The vertical reaction at A is а. 60kN 6.…

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Q: Pair of beams (AB) and (CDE) are connected by cable BC and subjected to the concentrated and…

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Q: = 30 kN P2 3 = 20 kN = 12.5 kN/m Wp = 7.5 kN/m WL Wi = 10.5 kN/m WD = = 4.5 kN/m 3 m 2.5 m 8 m 10 m…

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Q: (Static Equilibrium) An 8-m long horizontal boom with a mass of 100 kg (w = 981 N) supports a 2000…

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Q: Construct the influence lines for bending moment at C. C B 10 m 3 m

A: Influence line diagram is a diagram in which the ordinates are plotted as a function along span,…

Q: Calculate the reaction on the beam if W1= 13 kN/m W2 = 10 kN/m %3D W3 = 17 kN/m %3D Horizontal…

A: Given Simply supported beam with different loadings, W1=13 Kn/m W2=10 Kn/m W3=17 Kn/m It is asked…

Q: The light right-angle boom which supports the 290-kg cylinder is supported by three çables and a…

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Q: Calculate the reactions in the given beam 15 kN 4.8m 3.4m 67 7.2m B 9 kN/m Vertical Reaction on B,…

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Q: Determine the horizontal and vertical components of reaction at pins A, B, and C of the two-member…

A: Solution: As per the Diagram: tanθ=34θ=36.86° Free Body Diagram of AB Take the moment about…

Q: Find the reactions at A and B. 418N/m A 1.62m B

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Q: Calculate the reaction on the beam if W1= 13 kN/m P 10 kN M = 17 kN-m Counter clockwise x-6m y=2m…

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Q: A 4m 3m

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Q: Find the reactions at A and B. 418N/m B

A: Given :

Q: 12 kN/m 3 m 40 kN From the frame shown solve for the horizontal and vertical reactions,…

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Q: Determine the Support reaction at A And B? 4 m w=15 kN/m 3m 3m

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Q: The light boom AB is attached to a vertical wall by a ball and socket joint at A and supported by…

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Q: A 120 N weight is attached to the cable that is wrapped around the 50-N homogeneous drum. The shaft…

A: Determine the diameter of drum, and the reactions at A and B.

Q: Find the reaction at the support for cantilever beam

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Q: Find the reactions at supports. 10 KN 2 m 20 kN-m Im 3 m 24 kN-m B 10 KN E Im 2 m

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Q: Determine the reactions at A and C if P = 80kN and e = 50°. Az 2m P 5m 3m 6m

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Q: Determine the absolute maximum moment developed in simply supported bridge desk due to the vehicle…

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Q: The light right-angle boom which supports the 400- kg cylinder is supported by three cables and a…

A: Given data  Mass of cylinder=400 kg   AB= 0.75+0.75 = 1.5 m   ED  = 2 m   BE= 2m

Q: The mass of block A Is 500 kilograms, and the mass of block B is 1000 kilograms. The masses are…

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Q: Spring CD remains in the horizontal position at all times due to the roller at D. If the spring is…

A: The given data is shown below:

Q: Using Muller-Breslau principle sketch the influence line for  i. Support reaction at A ii. Shear at…

A: To draw Influence line diagram using Muller Breslau principle

Q: The center of gravity of the 50 kg spool is at G. A cable around the hub of the spool is attached to…

A: Given: The mass of the spool is M is 50 kg. The mass of the block is m is 30 kg. Calculation: The…

Q: Q4: Calculate Reactions at A and B. Draw Shear Force Diagram. Find location of Zero Shear force.…

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Q: Determine the Support reaction at A And B? 4m w=15 kN/m ↓ A OB IC

A: Given :

Q: The light right-angle boom which supports the 540-kg cylinder is supported by three cables and a…

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Q: 50 kN 40 kN -1.5 m- -2 m- 1.5 m- 15 kN/m 4 m 6 m

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Q: The weight W = 9 kN hangs from the cable which passes over the pulley at F. Neglecting the weights…

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Q: 8 KN/m B D 3m 3m

A: Given data:

Q: Determine the absolute maximum moment in the simply supported bridge deck shown below. 16 KN 15 m…

A: Solution: Here we have to concentrate on resultant force and its normal load⏞Resultant…

Q: For the shown beam, using influence lines, what is maximum upward reaction at * ?A 6m 3m

A: Applying muller breslau principle to draw influence line diagram   Muller Breslau Principle: It…

Q: 3. Neglecting the mass of the beam, compute the reactions at A and B. 42 kN 1 kN/m 12 kN - m 3m-3m-…

A: To find support reaction

Q: For the beam shown below, determine the highest negative ordinate of the influence line for the…

A: given - questions on ILD and indeterminacy

Q: 3. A lever AB is hinged at C and is attached to a control cable at A. If the lever is subjected to a…

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Q: iven: w, = 70 kN/m, w2 = 40 kN/m, P = 30 kN, a = 3 m, b= 2 m, and c : etermine the maximum moment in…

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Q: What is the value of the maximum negative moment? * (kN)k 2 1.6 2.4 36 16 20 x (m) -24 -40 -30 kN.m…

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Q: Calculate the horizontal and vertical components of the reaction at hinge A and pin B, also find the…

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Q: The 5 kg block A travels to the right at va = 0.61 m/sec at the instant shown in the figure. If the…

A: step 1-

Q: P=25KN P,=38 kN 3.4m 4.1m w = 12 kN/m 2.8m 12m A,

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Q: Activity 1: The boom AB is supported in the position shown by a cable which runs over a small pulley…

A: Given :- Boom AB is supported by a cable through a small pulley at D  Boom AB is hinge support at…

Q: A gate is submerged in water (9.81 kN/m3) at unknown depth. The height of the gate is 5.5m and width…

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Finite element procedure and modelling

Finite element method (FEM) is a mathematical technique that primarily implements the numerical approach and finds approximate solutions to the engineering problems. The finite element method is widely used in many civil engineering applications, especially in the domain of structural mechanics to find solutions to partial differential equations (PDEs), which governs the motion of structures under external influences like loads.