Draw the complete shearing force diagram for the beam shown below. A 2 m 120 kN B C 1 m 36 kN/m -3 m- 3300 D

Q: Determine the internal shear and bending moment at point C, which is just to the right of the roller…

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Q: Replace the two forces and single couple by an equivalent force-couple system at point A. 15 KN A 37…

A: to find equivalent couple force system at point A

Q: A 20 kN/m 1.5 EI 8 m- B 1.5 EI -2 m

A: Given data : Indeterminate beam with fixed end at A and roller end at B  Find : Reactions at support…

Q: draw shear and bending diagram 40 kN 12 kN/m 5 kN/m 1.5 50 kNm A 2 m 6 m 2 m

A: Given that,

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: y 30 15 kN-m 3 kN B A 1.4 kN -1.2 m- 1.8 m 1.8 m

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Q: For the beam b, compute for maximum shear and bending moments, draw the shear and moment diagram,…

A: Given data: Width of beam=200 mm Depth of beam=300 mm Given over hang beam and it is asked to…

Q: A) draw the free body diagram to prove its statically determinate and find the reaction forces at…

A: Find: A) draw the free body diagram to prove its statically determinate and find the reaction forces…

Q: For the figure as shown below, determine the maximum shear and moment. 10 kN 5kN 5 kN 2kN/m 4m -3m-2…

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Q: Determine the maximum shear and moment diagram of the simply supported beam shown. W = 3kN/m A B…

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Q: Refer to the structure below and carry out the following tasks: 30kN 40kN UDL = 15KN/m 1m 4m 3m A B…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: x(bar) = 13.1 mm AC150 x 19.3 is used as a boom to support the 15 kN load which is then mainly…

A: Solution: Given: Section C 150 x 19.3 load = 15 kN A = 2460 mm2 Ix = 7.20 x 106 mm4 Iy = 0.437x 106…

Q: Praw shear force (S.F) and bending moment dingram (B.H). Support A Hinge. E Roller, Pa 20 KN Wa6…

A: Data Given: Asked: Draw SF and BM diagram

Q: For the figure MLM-1 below. Determine the vertical reactions at supports

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Q: What is the support moment M, in the beam shown below? 15KN 30 kN/m -1.5 m 1.5 m

A: UVL of 30 KN/m for 1.5 m lengthA concentrated load of 15 KN at the end of beamCorrect option is…

Q: Draw the free-body diagram for the following problem. The beam shown.

A: The given figure is shown below:

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: B) 35 kN A -3m B 48kN/m 9 m со 55 kN-m

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Q: An I-beam is subjected to a shear of 150 kN. Below are its section properties Flange width, bf = 200…

A: Given I bem subjected to shear force, V =150kN flange width, bf = 200mm fange thickness tf = 20mm…

Q: Calculate the vertical displacement at the internal hinge.

A: Given : Calculate the vertical displacement at the internal hinge.

Q: 5. Draw the shear force and bending moment diagram of the beam. P1 = 5 kN, P2 = 6 kN, W1 = 4 kN/m,…

A: The loading diagram of the beam with distances is given below.

Q: 1. The reactions at A and 2. The internal forces (N, V and M) at point C. 5kN 0.5 kN/m 4 M= 15 kN-m…

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Q: P1 b of P2 of P3 a A B X W The beam AB shown is simply supported at A and B. The beam is loaded with…

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Q: Simply Supported Beam With Distributed Loads Shown Below. 500 N/m 150 N/m 0.5 M 0.5 M 0.5 M 1 FIGURE…

A: First of all calculate support reaction at A and B using equilibrium equation Then calculate shear…

Q: 6 kN/m 5 kN/m- 4 kN/m A C D E 1.0 m. 4.0 m 4.0 m 2.0 m

A: Free body diagram:-

Q: PROBLEM: Determine the reactions and included moments on the following beams. Provide complete…

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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: What is Ay for the beam below? A O 1 kN O2 kN O 3 kN 04 kN 6 m 4 kN 2 m B 30°

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Q: Name four zero force members in the Figure. 6 kN 900 N- 2 m 2 m SE B.

A: Given- Trus s diagram with different loads

Q: Drow the shear and bending diagram

A: Given: A simply supported beam with two side overhang beam loaded as shown in the figure. To draw:…

Q: Draw the shear and bending-moment diagrams for the beam and loading shown and determine the maximum…

A: A simply supported beam AB, hinged at A and roller supported at D, consists of an overhang portion…

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: Draw shear force diagram

A: Support reaction : ∑MC=0RAY×4-12×3+8×1=0RAY=7 KN∑FY=0RAY+RC-12+8=07 +RC-12-8=0RC=13 KN

Q: For the portal frame shown in the given figure, the shear equation is B 4 m (a) (b) (c) (d) P MBC +…

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Q: or the shear at S ? Pleas

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Q: 4. Calculate the support reactions and plot the internal force diagrams for the following multi-span…

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

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Q: Draw the FBD of the beam AB. Determine the B magnitude T of the tension in the supporting cable and…

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

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Q: 80 kN -10 kN/m LIT 40 kN 2 m m 3 m 3 m 60 KN m B

A:

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.