UPVOTE WILL BE GIVEN! PLEASE ANSWER ALL THE SUBQUESTIONS AND WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LONG EXPLANATION NEEDED! MULTIPLE CHOICES ONLY! 1. For the given loaded beam, the reaction force exerted by the support is, a. 10 KN upward b. 10 kN, downward c. 50 KN upward d. 50 KN downward 2. For the given loaded beam, the shear force 4 m from the left end is.? a. -10 kN-m upward b. 10 kN upward c. -20 kN downward d. 20 KN upward 3. For the given loaded beam, the shear diagram from 0 to 2m length of the beam is a. concave up b. concave down c. line sloping to the right d. line sloping to the left

Q: A Problem Number 4: Determine the Reactions on the supports of the Loaded Beams. A) RA= KN, R₂ = KN…

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Q: For the beam shown bel ow: a) Draw the shear force and bending moment diagrams; P A В D Hinge a b…

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Q: Determine the magnitude of the maximum shear in the beam. Answer in kN rounded-off to 3 decimal…

A: Given Data Find the maximum shear force and maximum bending moment diagram.

Q: Given the simply supported beam below, and using the method of sections: 18 A t 1.5m C! 1.5m 1.5m KN…

A: Given:Required:Internal normal force at point D

Q: Draw the shear and moment diagrams. Compute the Shear Stress and the Flexural Stress of the Beam. 10…

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Q: The following beam is supported by three cables AD, BE, and CF. Cables AD and CF are made of steel,…

A: Same values is came once refer explanationExplanation:Step 1: Step 2: Step 3: Step 4:

Q: 2. The simple beam is subjected to loadings: w= 100 kN/m, F= 500 kN, M= 5000 kN-m. The lengths are:…

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Q: Determine the Bar Forces and Type for the following members. Bar Member Magnitude , KN Type of Bar…

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Q: Determine the maximum moment in kN-m.

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Q: Situation 7: Considering the same figure as above, the towline exerts a force P =4 kN at the end of…

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Q: 1. Determine the maximum and minimum shearing stress in the web of the wide flange section if V =…

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Q: Determine the reactions of the given beam using slope deflection method. P₁ = 25 kN, P₂ = 25 kN, and…

A: Given:P₁ = 25 kN, P2 = 25 kN, and w = 35 kN/mRequired:Support reaction and moment at D

Q: following multi-span beams. |20 kN B 10 kN 2 kN/m 3 m 3 m mi 4 m 题3.25 图

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Q: If load P= 80 kN, find the reaction R

A: follow as given

Q: A simply supported beam with P1=60 kN, P2=53 kN and w-25 kN/m has the loadings shown. If the value…

A: As per company's guidelines  We can only answer first question Kindly post other question as…

Q: For the figure shown below, compute the normal force in section 1. Neglect the weights of the…

A: Find reactions:For whole arch:∑ MA=0-502+Cy10=0Cy=10kN

Q: 20 mm 160 mm 20 mm 20 mm - 120 mm

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Q: If the allowable bearing stress for the material under the supports at A and B is (sb)allow = 1.5…

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Q: Situation 6: The towline exerts a force P = 4 kN at the end of the 20-m-long crane boom. If 0 = 30⁰,…

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Q: Calculate the magnitude of the tension Tand the angle e for which the eye bolt will be under a…

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Q: Consider a beam shown below: 20 kN 40 KN В D 1m 2m 1m What is the bending moment at B & C?

A: First, draw the free body diagram. Since at A the support is simply supported, it will have both…

Q: Compute the vertical components of the hinge forces at C as they act upon member AC in kN. P = 89 kN…

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Q: 300 mm PDL = 15 kN/m , PLL = 5 kN/m 2 - 16mm 4m 5m 3m 450 mm fel - 20 Z MPa 4 - 25mm

A: Note:- As per guidelines we are allowed to solve first three supports in case of multiple sub-parts…

Q: A 2m B w = 24 kN/m Figure 1. An overhang beam with constant EI, and is being supported by a pin at A…

A: A beam is given as followsvertical roller at C is placed.The reactions has to be determined.

Q: A IS 04 KN 15.VW KN B 6-55KN 6.XY KN 1.5 m 1.5 m 1.5 m 2.WX m 2.45m

A: ###Calculate reactions ofpoint A, B , C using equilibrium equations

Q: The rectangular beam ABC, 175 mm wide by 411 mm deep, is supported by a pin at A and the cable CD.…

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Q: If the allowable bearing stress for the material under the supports at A and B is Ob = 730 psi,…

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Q: A 5-m-long simply supported timber beam carries two concentrated loads as shown. If L = 12 kN and M…

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Q: 28 KN AB= BD DF= FG= 30 KN 1.25 m || B C 42 KN O E 1.55 m 98 KN F 1.10 m EG = CE= AC = BC= 2.65 m Av…

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Q: (Place the origin at point A.) Let a=3.25 m, b=4.25 m, P3 = 30KN, and Pc = 100KN. Pc Determine the…

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Q: D E F 225 kN- 6 m B 6 m -6 m Using Cantilever Method, determine the Shear force at EF in kN.

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Q: Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution…

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Q: Kindly refer to the given figure below. calculate the support reactions at point A,B & C. NOTE: The…

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Q: 1. Determine the horizontal and vertical reaction forces at PINS J, C and E. 2. Determine the…

A: Procedure: At first draw the free body diagram Then consider FBD of the upper member FBC and derive…

Q: For the beam shown bel ow: a) Draw the shear force and bending moment diagrams;

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Q: I. For the truss below, compute for the support reactions. Also, compute for all member forces. II.…

A: Consider the figure, Here, T is the tension and C is the compression.

Q: A Ax = Note: Point C is 1.5m below left support A. kN B 6 kN 6 m3 m Ay = 1.5 m. C D 12 kN mk 4 kN E…

A: Given data  Find support reaction at A (Ax and Ay)

Q: Please solve and show all of your work. Thank you for your help.

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Q: For the load X1 = 3 KN and X2 = 5 KN, %3D %3D what are maximum shear force and bending moment?…

A: Step 1

Q: Figure (101) the allowable bearing stress for the maternal under the supports at A and B 14MPa,…

A: Given:- The allowable bending stress at A and B = σallow = 1.4 MPa The magnitude of the uniform load…

Q: Two small channel sections of DF and EH have been welded to the uniform beam AB with the total…

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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.