90 od zmsed ord gqua vign 11. For the truss shown, H = 10 kN, P = 85 kN, a = 1.5 m, b = 4 m, and c = 3.5 m. Compute the total reaction (kN) at B. ni 229112 ni C. 12.8ixem Grid TD. 10.3 A. 16.6 B. 13.2 a SEA IP A E 10% H B

Q: 6) What is the reaction at A in KN? 7) What is the vertical reaction at B in KN?

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Q: A beam Red at A and simply supported at C has an internal hinge at B (meaning Moment at B is 0).…

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Q: 75 KN/M 75KN/m A W 3.5m B 3.5m 35KN/m с 35 KN/M T om am 2m

A: In triangle BDO, BD=32+3.52=4.61 m sinθ=3/24.61/2=0.651 cosθ=3.5/24.61/2=0.759

Q: 5k A 10 10'

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Q: 240 N 0.3 m 240 N0- (3 2) 0.4 m 45° |B 04 m

A:

Q: Problem 1. A compound beam shown in the figure is fixed at point A, connection at B is a pin and C…

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Q: Determining LR and RR reactions.

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Q: For the truss given below, what is the retraint that can not be remove to arrive with primary…

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Q: Problem 2 The truss shown carries the following uniform live load and concentrated live load. E F 3…

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Q: Explain what you mean by "dirty data," and then name at least five (5) distinct potential sources of…

A: Data that is erroneous, incomplete, or otherwise unusable is referred to as dirty data. Biased data:…

Q: . Determine the magnitude of the reaction in the structure below due to loading. 3KN/M 37° A (m 4.m…

A: Given  inclined load  8 KN at a 37-degree angle from horizontal  Horizontal component of 8 KN force…

Q: QUESTION 1 The tripod shown supports a 5-m by 2-m rectangular panel through member AB, which Note…

A: Given: Required: Force in BC, BD, BE and AB

Q: 2 kN 8 kNm 12 kN.m B 2

A:

Q: 11 kN 9 kN 8 kN 2.4m 5.1m 3.7m 2.1m 13.3m Ах By Ay

A:

Q: Petermine the reaction on the beam 5opN 300N 200N//n A f 1.5ml

A: To find the Reaction-

Q: For the continuous bcam shown dotermine the reactions over the supports

A: As per the Fixed end moments formula, the diagram can be modified as shown in figure below

Q: Question 49/50 Determine the Reaction at B. O 0.236 kN O 0.125 kN O 0.417 kN O 0.652 KN Previous…

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Q: Part 3 201 ↓ 40 kN 30k ↓ 2M 2 m 2m Solve for the reaction at A and B.

A:

Q: 1. Given the diameter of the A-36 steel shaft as shown in Fig, Q1(a), d= 20 mm, E= 2.0 x 10" N/m?…

A: Solution Since you have posted a question with multiple sub-parts, we will solve first four subparts…

Q: 90 kips 60 kips 6 kips/ft C D E F 6 ft 6 ft 6 ft 6 ft 12 ft 6 ft

A:

Q: For the beam shown in the figure below, draw the influence line for RC, and determine the maximum…

A:

Q: Determine the magnitude of the reaction acting at the support.

A: Given: A simply supported beam carrying a uniformly varying load (UVL). Magnitude of UVL at support…

Q: Q: Determine the reaction at A,E,B 6' 4' 4' A 3' B 3' 12 4 640b

A:

Q: Determine the magnitude of the reaction Ay and Dy of the figure shown.

A: The given figure is shown below:

Q: 31 KN/n 2 m 43 KN /m

A: Let us estimate the reaction at B in step 2.

Q: 60 kN 48 kN 24 kN 20 kNm 30 kNm 40 kNm 20 kNm MA = 762 kNm Vm C RAX A1=132(2)=264 RA = 132 kNI 2 m 1…

A: We need to draw bending moment and shear force diagram

Q: 350KN 18KN/m 36KN/m 25 kN/m 3.00 meters 1.80 meters 3.50 meters en

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Q: 1. Determine the magnitude of the moment reaction at a. 2. Determine the magnitude of the moment…

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Q: The system below shows a solid shaft composed of 2 circular cross sections (H15 mm.r30 mm). It is…

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Q: Determine the reactions at A and B (in Newtons).

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Q: D (5000 mm2) E (5000 mm?) 3 m (4000 mm?) A (5000 mm?) | B (5000 mm?) mm² (4000 mm2)

A: The given truss is having 1 degree indeterminacy. The roller support at D can be chosen as the…

Q: SKN SKN 2m 3m 3m JAKN 6KN| 4m 4m 2m 2m Figure 6 (#13-#16) Nos. 13 -16: Refer to figure 6. Solutions…

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Q: A k 10 m 10 kN/m B

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Q: Draw the FBD of member 240 N ABD and then calculate 30° the magnitude of the resultant reactions at…

A: Finding out free body diagram and reactions at point B and D.

Q: Which of the following gives the reaction at A in the given beam? 24 kN 10 kN/ m A F 20 kN. m B- C D…

A:

Q: 29 kN/m ale! Internal Hinge с 19 kN/m 2m B 2 m 2 m 24 kN/m 2 m Internal Hinge 14 KN 4 m

A:

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.