Determine the magnitude of the force member BC exerts on member AB at pin B. а 1.00 kN с 3.50 kN | 1.5 m b 2.00 kN 3.0 m d 4.67 kN A Determine the horizontal component of reaction at A. а 2.00KN— c 1.20 kN –→ b 1.60 kN → d 1.00kN → -3.0 m→< 4.0 m- Determine the vertical component of reaction at A. a 2.80 kN ↑ b 4.00 kN ↑ c 4.40 kN ↑ d 5.20 kN ↑

Q: 1. Determine the reactions at the supports. 400 N/m B -3 m 3m

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Q: K L 20 kN- 4 m F G H E 40 kN – 4 m B C D A 4 m 5 m - 4 m

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Q: 10+B kN 12 kN/m 4+E kN/m 3+A kNm А B 1 2+C 2 A+3 1+D Determine the reactions at A, B, C, and D.

A: Consider the section CD,

Q: 10 kN -0.6 m 0.6 m- 08 m 6 kN 60 0.4 m

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Q: 20 KN T 4 m 6 m 30 kN C A 8 m- 40 kN D B 12 kN/m 7m

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Q: A * !!! 6m B 4.5m

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Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: 5-27. Determine the reactions acting on the smooth uniform bar, which has a mass of 20 kg. A 30° 4 m…

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Q: Determine the reactions of the beam. 270kN 67.5kN-m 60 3m 1.2m 2.1m

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Q: 2. Determine the reactions at 'B' and 'D' 20 kN 6 m 2 m 4 m 3 m 12

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Q: Continue solving for the reactions. Calculate the reactions at each support. Draw the shear,…

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Q: 6KN/m 10 кN 10 кN E B 4 2 + 4

A: Finding out reaction at B and D.

Q: 3. Determine the reactions of roller at A and hinge at B. 17 N/m 0.04 kN 25 N 10 N/m 1.25 m 1.25 m…

A: Finding out reactions at A and B.

Q: Compute the internal reaction of member FG of the truss. F B= 60 KN 80 KN 14 m B A 4 m C 4 m E 4 m G…

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Q: 'roblem 1. Determine the reactions on the bent rod AB, which is supported by a smooth surface at B…

A: We have to Determine the reaction on the bent rod AB the collar at A is fixed to AB and is free to…

Q: Problem #4 Y KN 10 m X KN 60 60 10 m A KN 10 m X=239 Y=19 A=3 B=3 C=2 25. Determine the reaction at…

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Q: 5-27. Determine the reactions acting on the smooth uniform bar, which has a mass of 20 kg. A 30° 4 m…

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Q: answer

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Q: Y (N) 5/4 4 kN/m 3 A В -A (m)-- 2 m B (m)- 19. Determine the horizontal reaction at A. (N) 20.…

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Q: 5-27. Determine the reactions acting on the smooth uniform bar, which has a mass of 20 kg.

A: Given : Mass = 20 kg Determine the reaction acting on smooth uniform bar?

Q: 2 Compute the internal reaction of member DG of the truss. F D B = 60 KN 80 KN 14 m B A J 4 m C 4 m…

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Q: A member (AC) is supported by a pin at A and a roller at B. The reaction force due to roller at B…

A: The force P1 will cause a moment of (4x1 = 4 KN-m) at the point A in anti-clockwise direction and…

Q: Solve the support reactions. A 600 N 45% -2 m- 0.2 m -3 m D 100 N -2 m 200 N B

A: Given data in question  Load = 600,100 and 200 N Length = 7 m Angle 45° Thickness = 0.2 m To find…

Q: find the reaction forces

A: Given Data  Determine the support reaction.

Q: 350 N/m 150 N/m, 80 N/m B 3.5 m 4.5 m

A: Given- A simply supported beam is given   To find- Support reactions

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: Solve for the reaction and draw the shear and moment diagram. FN=55 MN=62 SN=71

A: Given data in question  Load Span member length  To find out  SFD BMD

Q: Determine the components of reaction at the fixed support D and the pins A, B, and C of the…

A: Consider the free body diagram of the beam BC;

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Q: Figure No. 3 Given q = 200 N/m, L1 = 1.5m, L2 = 3m

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Q: G 30 kN 4 m 3 m 3 m 4 m 4 m 60 kN 120 kN 50 KN

A: Given:

Q: Solve for the support reactions.  w= 175

A: Given Data  W = 175 Find the support reaction. 3W = 3×175 = 525 KNm 4W = 4×175 = 700 KN 2W = 2×175…

Q: 1 Compute the internal reaction of member FH of the truss. F D B = 60 KN 80 KN 14 m B A J 4 m C 4 m…

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Q: A -2 m 8 kN 20 kN-m +1 m -2 m - 15 kl B 3

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Q: 0.6 m 10 kN 0.6 m 0.8 m 60° 0.4 m 6 kN

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Q: Determine the reactions at a and b for the beam subjected to the disturbed and concentrated loads.…

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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.