B 1.5 ft A. C E 3 kips 3 kips - 2 ft 2.

Q: cone nads SP Uon PAR = -180 psf 5.1ft s.g.=0.83 3ft 30

A: Pair=-180psf Weight of cone(F3)= 200lb

Q: For the beam shown, calculate the beam slope at A. Assume that a = 33 in., b = 103 in., c = 61 in.,…

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Q: Determine the reactions of each structure

A: Given:- A structure is given with two-point loads  The magnitude of the point load at F = 8 kips The…

Q: Current Attempt in Progress For the beam shown, calculate the beam slope at A. Assume that a = 50…

A: Question is solved as per previous method but with new values.

Q: Determine the minimum magnitude of F for which motion impends if µg = 0.3 а 58.9N c F>0 %3D b 6.00 N…

A: Calculating the minimum magnitude F: F¯=μsNF∵NF=mg=20×9.81=196.2 NF¯=0.3×196.2F¯=58.86 N≃58.9 N

Q: E = 150GPa and I = 70 x 10^6 mm^4. Solve the slope at 5m from 6 kN/m 3 kN/m A BC tit 3m -0.000416rad…

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Q: /Draw S.F.D and B.M.D 50 KN/m 20 kN/m 100 KNm 6m Gm 3m Shear Force Diagram S.F.D B.M.D

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Q: nd BC with bearings 58deg 30' E respec e vertex is 4+360.2

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Q: Determine the reactions on the beam.

A: Let θ be the angle that support A makes with the horizontal Using Pythagorus Theorm we have;…

Q: 3 kips/ft |4 kips B В D A – 4.5 ft– -3 ft→ | 1.5 ft

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Q: 00x10mm, determine od) eight of the beam in kN

A: Given Data:L=6mInitial deflection=0.50mE=24870MpaI=5400×106mm4

Q: moment diagram). 2.5 lb/ft 0.617 in. 2- C 2.269 in. 6.0 ft-

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Q: 8-40 Determine the dlisplacement at A . Assume B is ca roller. E= 200 Cofa, I= 80XI0 mmy.Use…

A: Consider the free body diagram as;

Q: at OF 3m Fro R1

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Q: Draw the FBD of member ABC 160 mm 90 mm 240 N 180 mm B M 320 mm 125 mm 300 mm Draw the FDBS of…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: What distance should a 2N load placed from the pivot so that the see saw won't move? 0.3 m ? m 3N O…

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Q: 3.5m Water 2.5m L Quarter circle shown is 3.2m long and is submerged in water. Determine a) Fh b) Fv…

A: In horizontal force we calculate force considering it as rectangular portion.

Q: Design a typical flight of the staircase shown below, which is a part of a multistory building. The…

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Q: 29. Shear force equation for segment AB. * O a. 0.49KN-0.15x2 (KN/m2) O b. 0.49KN-0.16x2 (KN/m2) O…

A: given beam

Q: A 4 m W B 2m C

A: An overhanging beam is given of length = 12m in which uniformly distributed load is acting. It has…

Q: 25 kN A B 45° 5m 4m F E 30 kN 5m →-2.5m→– 2.5m

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Q: A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of…

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Q: LINE AB BC CD DE EF FORWARD BEARING N 44°38' E S 42°30' W N 22°35' W BACK BEARING N 42°30' W S…

A: Bearing of AB= N44°38' E         Azimuth of AB= 44°38' Bearing of BC= S 42°30'E      Azimuth of BC=…

Q: For the beam shown, calculate the beam slope at A. Assume that a = 47 in., b = 161 in., c = 65 in.,…

A: In order to find the slope at A , we will use discontinuity equation of Bending moment to determine…

Q: Determine the reactions on the beam.

A: Consider the figure,

Q: psf. Wu 120 Calculate Mu For Beam AB omd Beam BC and column C Pu For Column B

A: Beams are important element of a structure, and are normally horizontal. The function of beam is to…

Q: 2. Determine the spacing of vertical stirrups near the left support of the beam loaded as shown in…

A: given , bw=290mm d=560mm  f'c=24MPa Fyt=275Mpa PD=80kN PL=110kN WD=20kN/m WL=28kn/m To determine The…

Q: Н G 3 k 15 ft E F D 4 k- 15 ft А В C 18 ft -20 ft

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Q: Q1. 20 kN/m -9 m-

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Q: 5-2* Find normal sthes ut pointA ? Find shear stren at point A ? punt A

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Q: 12 kN 14 kN 16 E B D

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Q: Problem: (General Coplanar Force System) The force system shown consists of the couple C and four…

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Q: F G H 4 15 ft A E | B C D 24 k 30 k 12 k 4 at 20 ft = 80 ft 3.

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Q: (a) 3 kips/ft A 3 ft B 4 ft 8 kips C 4 ft 3 kips/ft D 3 ft E (b)

A: As per bartleby guidelines experts are allowed to solve only first three subparts when they are…

Q: SITUATION. From the beam shown: 10 kN/m АЛПИНИТИВ 20 KN C D A 4m4m2m+||

A: Given data:

Q: s. 3.6 mm (downwards), 2.0 mm (upwards). EN 2 kN w = 5 kN/m

A: Data Given: EI = 43 x 1012 Nmm2 Asked: Deflection at mid span and at free end using the method of…

Q: A rectangular beam with b= 270 mm and d= 510 mm is provided with 10-mm vertical U-stirrups with fy=…

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

Q: Calculate the Load on Column in the diagrams.   NOTE: Column Size, b x d = 457.2 mm x 609.6 mm…

A: COLUMN: Assume the length of the column is 5m and Steel is 1% and the Density of steel is…

Q: For the structures below, it is required to draw ONLY N.F.D and B.M.D. 8t 5t 6 m 2 m 2 m

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Q: oblem #3 Am -2 m B BkN 2 m- C KN -2m- Y KN

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Q: Problem 1. Distance of point of zero shear between points A and B from point A 2.5 k/ft 1 k/ft E -20…

A: We have to determine the value of distance of point of zero shear between points A and B from the…

Q: 3.6 kips/ft 1.8 kips/ft A C B 6 ft – 6 ft –

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Q: P2 60 а- ахis 20 P = FN kN %3D P2 = P cos (60° - 20°) kN P2 FN cos (40°) kN = P cos (80° - 60°) kN…

A: The question itself has a some discrepancy in the solution, In this question generally, they asked…

Q: 2. A force system is shown below. Subštituté: B=465, C= 9, E= 22, F=2060 V. F+E kN 55KN 30KN 40 E

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Q: draw shear moment diagram W= 150N 16b b d d d b 5m 5m ܐ

A: The given beam has three vertical reactions at A,B and C and there is no horizontal reaction since…

Q: Analyze the frame shown below 3m 100KN 2. C. 1 2. 0-53 D 5m

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Q: Calculate the moment of below section. assume any needed information. Hinge EL, h 2h

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Q: 3.6 kips/ft A -6 ft- B 1.8 kips/ft -6 ft- C

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Q: H G 3 k 15 ft D E F 4 k - 15 ft A B C E 18 ft- -20 ft

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Q: Q1 /Draw S.F.D and B.M.D 50 KN/m 20 N/m 100 kNm 3m 3m 1m 6m Shear Force Diagram S.F.D B.M.D

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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.