AT B = 45KN SUPPORT REACTION AT C = 20KN 1.What is the moment due to the reaction force at point A? 2. A. What is the moment due to the adjusted li

Q: What is the moment reaction at A in kN.m? kN Solve for the support reaction of the beam shown in the…

A: Find support reaction  As only vertical load is acting, so horizontal reaction at support is zero.

Q: Problem #2 A 6m Y kN/m C A B The support at A can be assumed to be a roller. Point C is an internal…

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Q: The moment reaction (in kN.m) at the fixed end A for the frame in the figure :below is 6 kN d1=6.1…

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Q: Please solve for the reactions and draw the shear and moment diagram.

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Q: Assume a 1.4 tt, 6-8.8 ft, c-17.6ft, w-1200 lbft, and P-2800 lb. By=[ a Determine the vertical…

A: Determine the support reactions Shear at B left  Shear at B right Moment at C Shear at C left Shear…

Q: For the given beam and loading as shown in Figure 3, 75N 100N 30N/m Mo= 20N.m 10N.m=Ma A B 2m 2m 3m…

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Q: Determine then,draw 2 k/ft the reactions on the beam. the shear-moment diagram 3 k/ft 600 k ft 12 ft…

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Q: 18. The free-body diagram (fbd) of the beam below has a uniformly distributed load (w) of 2 k/ft an…

A: The equivalent load will act at the middle of the distributed loading.

Q: Solve the frame approximately using Portal Method. 30KN 6m k 60KN- 6m 72KN- 8m 10 m 12m 10 m 1.…

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Q: Find all member forces and reactions. Use P₁-18kN and P2=11kN. C P2 D P₁ 2 m B O 1.5 m

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Q: The beam is subjected to a load F = 300 N and is supported by the rope and the smooth surfaces at A…

A: Draw FBD:

Q: PART 1. Determine the reactions at supports. Also, draw the shear and moment diagram. Problem 1. [15…

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Q: Hinge 2R kN 2R kN R kN C R kN 8 m 6 m A B 4 m 4 m 4 m 4 m 16 m

A: let,RA=vertical reaction at support A in upward directionHA= horizontal reaction at support A in…

Q: E 90 С X D 31000 d 3 FB 4 B MA C A b a

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Q: Solve for the following: a. What is the shear at C? b. What is the shear at D? c. What is the moment…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: 1. Determine the external reactions at the roller and pin supporting the above beam. 2. Determine…

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Q: (a) Assuming that no loads act in the Beam, compute the reactions if support B is constructed 0.48…

A: ##using method of Super position ### (A) calculation Reactions when no external load and Support B…

Q: 2P. 3P 4m" 3m A= 3300 mm? E= 160 GPa P = 100KN.

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Q: 3. The beam is made of steel that has an allowable shear stress of tall. a) Find the reactions at…

A: When a load is acting on a continuous beam, we can find the reaction or bending moment in the beam…

Q: Y= 22 C= 2 How to solve numbers 4, 5, and 6

A: Given data  Y =22,  C = 2   Find  4. Moment at 12 m from A  5. Location of maximum moment occur…

Q: The diagonal rod AB which is attached to cord BC at B is used to brace the cylinder that weighs 170…

A: To Determine the tension in cord BC and the horizontal and vertical components of hinge reaction at…

Q: b) Determine the reaction forces and/or reaction moments at pin (You can neglect the height of the…

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Q: 1 Determine the maximum positive moment created at point B shown in Figure due to the moving loads…

A: Ordinate of ILD for moment at section B=aL - aL = 25 - 25 = 65unitSlope of ILD for BC,= 653 =…

Q: Determine the maximum positive moment created at point D in the beam shown below due to the side…

A: ILD FOR BENDING MOMENT AT D: Maximum ordinate of ILD of BM at D =6×46+4=2.4

Q: Q2/A/Write the force at cables AB &CD as Cartesian vector as shown in figure 2. and determine the…

A: Given dataCo-ordinates of the pointA=(3cos60,3sin60,0)=(1.50,2.60,0)B=(0,0,4)FAB=80NW=100Nwe need to…

Q: 3. Given the figure below, compute for the reaction at A and B and maximum stress of the beam. The…

A: ##Calculation of Support reaction and Maximum stress##

Q: 3 6m ort at 4 can be assumed esumed A to be to B be a roller Point Ci

A: Please post other questions separately thank you CONSIDER AC

Q: The plane roof truss in the figure is acted upon by forces at joints C, E and J with magnitudes and…

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Q: 6 ft- P₁ C 200 lb B D 4 ft4 ft6 ft- P₂ 2 ft E

A: To find out the shear force and bending moment of the beam.

Q: There is structure (see the figure below) under two external loadings: 20 N horizontal and 10 N…

A: We are authorized to answer three subparts at a time, since you have not mentioned which subparts…

Q: P A C D a b

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Q: A steel [E = 41000 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.2 is connected…

A: Given, Loading=30+30=60 kips

Q: For a = 1.5m, determine the reactions at pin A and roller B. 1800 N/m A 4 m Solution: • There are…

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Q: 4. Solve the reaction of shear and moment. P1= 35 P2=40 P3=30 P4=30 WI=45

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Q: 3. ● 4.0m A Y 3.0m B 2.0m 30 25 KN C 2.0m Fixed at A, Hinge at E, Internal Hinge at B, D and F 10…

A: The purpose of internal hinges in a structure is to reduce the static indeterminacy of the…

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.