30 kN 2 kN/m Determine the vertical reaction at support 3 kN/m 60KN.m B of the given beam. B 10 m -20 m 10m

Q: The beam shown is supported by a hinge at 'A' and a roller on a 3 to 4 slope at 'B'. Determine the…

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Q: 30 kN/m 45 kN/m A B -6.5 m -10 m. Vertical Reaction at A = || kN Vertical Reaction at B = kN…

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Q: Solve the support reaction at B. 16 k :黃 2 k/ft 8 k 3k/ft A D F 12 ft8 ft- -- 9 ft- 12 ft +9 ft- 3…

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Q: From the given beam: Determine the vertical reaction Ey at point E 12 kN 4 kN/m 2 kN/m 16 kN-m 8…

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Q: Construct influence for vertical reactions at supports B and moment at C, and shear at point A.…

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Q: Determine the internal bending moment at point C. * 12 kN.m 6 kN O 24.0 kN-m O -24.0 kN-m O 9.33…

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Q: 5.19 Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with…

A: Given data in question  Load Dimensions  MOI Internal hinge To find out  Vertical reaction at B

Q: The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading…

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Q: | 12 kN/m Situation 6 A propped beam 7m long carries a uniformly carrying load starting from zero at…

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Q: Determine the reactions and ck stability of Frame structure. 120 KN - 6KN 1.75 120 KN .00…

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Q: Determine the reaction at support A and B?

A: Since, its a symmetric loading case, hence both the reactions are equal.For evaluating the reaction…

Q: Iculate the reactions at B using Portal method if P = 30KN. P. E 6 m B E 6 m -9 m to - 6 m

A: portal method of frame analysis is a approximate method of analysis based on assumption that are :-…

Q: A The towline exerts a force of P = 6 kN at the end of the 8-m-long crane boom. If 0 = 30°,…

A: Solution Given data P= 6 KN θ= 300

Q: 150 kN 40 kN/m Determine the vertical reaction at support B of the given frame. 8 m 20 kN/m 6 m 6 m…

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Q: 10 EN 20 &N 743m Which of the following most nearly gives the reaction (KN) at the roller support?…

A: As per guidelines we need to answer only 1st three subparts of question

Q: For the given simply supported beam: If P=54 N/m, W=225 N/m, L1=2.39 meter, L2=9.77 meter W A B L1…

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Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN B 25 kN/m…

A: First we will calculate reactions.

Q: What is the vertical reaction at support D? 50 kN 15 kN/m 150 kN · m A D В C 6 m 3 m -3 m

A: At equilibrium, the sum of vertical force acting on the beam is equal to zero. VA+VD = 15×6+50…

Q: 4. SLOPE DEFLECTION METHOD Find the reactions for the indeterminate frame. E=constant. 100 kN 5m A

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Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN C 25 kN/m…

A: Given data in question  Vertical point load Horizontal UDL Span length of members. It is statically…

Q: Find the reaction at the support for cantilever beam

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Q: Calculate the reaction supports at point A and D (i.e., Ay and Dy) for the beam shown in figure,…

A: Solution:-

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: Find the force in member BC. 20 kN 10 KN 4.0000 20 KN *. D0OD

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Q: Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000…

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Q: load of 5 KN/m on the 3 m portion of the beam from the free end and a counterclockwise couple of 60…

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Q: Find the vertical reaction at roller support. 20 KN 10 KN 4 000 20 KN 4 0000 AO

A: To find out the reaction at roller support.

Q: Determine the horizontal and vertical components of reaction at A, C, and D. Assume the frame is pin…

A: Consider the free body diagram;

Q: Draw the F.B.D. for the beam shown in fi * ? and then find the reactions at A and 80 kN/m

A: To find support reaction at A and C

Q: Given: w; 50 kN/m, w; - 20 kN/m, P- 20 kN, a = 3 m, b- 2 m, and c- 2 m. Determine the maximum moment…

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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: Determine the reaction forces force of the loaded truss. 45% 10 kN 2m 6m B

A: Given data in question  Load Angle  Span member  To find out  Reaction forces Note We will use…

Q: What is the Maximum moment in kN-m. Given: w = 19. a = 2, b = 6, and c = 3. w kN/m kam B CA D. bm…

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Q: Solve the support reaction at C. 16 k 2 k/ft 8 k 3 k/ft A D B. E F C 12 ft 8 ft- 9 ft 12 ft 9 ft 3…

A: To Determine Support Reaction at C , Cy

Q: 1O KN A 6 m 6 m

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Q: Determine the Reactions on the supports of the Loaded Beams. A) RA= KN, Rg = KN 1 20 KN 45 KN/m 175…

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Q: 20 kN, At section C, determine the 80 kN-m following: a. the internal axial force b. the internal…

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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: B. Determine the support reactions at A, C & D of the loaded beam.... 150 KN 45KN/m B 3.0 m 1.50 m…

A: Let's draw the FBD for better understanding

Q: 5 kN/m 2 kN/m A 3 m 5 m 4.70 kN 14.30 kN

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Q: What is the Maximum moment in kN-m. Given: w 17, a = 2, b 6, and c= 2. w kN/m CA >*-cm B D. kam b m

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Q: The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading…

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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: 20 kN / m Α B2 1.5 EI 2M 2EI 8M

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Q: 4 kN/m M=60 kN.m Al 2m 2m 1m Moment at fixed support Moment(maximum) Moment at B %3D |L|||||

A: Given:- Cantilever beam with udl To find:- a) Moment at fixed support b) Moment (maximum) c)Moment…

Q: Determine the horizontal and vertical components of reaction at A, C, and D. Assume the frame is pin…

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Q: Determine the moment of a force F = (0.5i – 2.0j + 7.0k) kN acting at A(5, -4, 0)m about axis BC…

A: Given: The force F is {0.5i – 2.0j + 7.0k} kN. The coordinate of A is (5, -4, 0) m. The coordinate…

Q: Determine the reactions at A and C if P = 80kN and 0 = 50°. 2m P 5m 3m -6m

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Q: Determine the vertical reaction at the fixed support. 70 kN 30 kN/m 150 kN m

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Q: 0 kN/m, P= 30 kN, a 3 e mass of the beam. w1kN/m

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Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.