-60 kN 3 m 50 kN 50 kN 50 kN 50 kN 4 at 4 m = 16 m

Q: 1. Analyze the frame. 2W(kN/m) 3W(KN) 1m 3m 1m 2m 4W(KN) '60°

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Q: 30 kN 10 kN/m -2 m В 5m -3 m A

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Q: 20 kN 20 kN 20 kN H Ha 50 kN 10 kN +10 kN 6 m E G 3m - 3 m - 3 m 3 m - FIGURE 1

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Q: 180 KN 200 KN 550 KN/m 170 KN/m A 3m 3 m 5 m 7 m

A: Schematic diagram of the given problem: Let's assume that a resultant force R acting anywhere in…

Q: 36 kN 180 kN-m 5m 3 m 4 m

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Q: ermine the capillary rise (in m.) of a liquid (SG = 4.53) placed on a %3D capillary tube with 1.3-mm…

A: Given data : Contact angle θ=9∘ Diameter of capillary tube d=1.3 mm Specific gravity S.G=4.53…

Q: 30 kN 50 kN 40 kN to B 20 kN 4 m HA 30 kN 4 m 4 m

A: When all forces or moments acting on a system are balanced, it is said to be in equilibrium. The…

Q: 20 kN Frictionless Roller: radius = 600 mm A 2m 30 kN/m B 1m 5m

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Q: 80 kN 60 kN -10 kN/m 40 kN LA 2 m m. 3 m 3 m 2 m1 m

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Q: In fig. if water level = 2 m and the liquid * ?--- =S.G=0.85 , hl %3D Water Ah A' B' 2.35 m. 3.35 m…

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Q: Determine the hydrostatic force of kN acting on an isosceles triangular plate of base 5.19m and an…

A: Given: The base of the plate is 5.19 m. The height of the plate is 7.72 m. The specific gravity of…

Q: 3. Determine the value of Ely at the end E of the overhanging beam. El is constant. 50 kN 10 kN A D…

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Q: 200 kN 200 kN B D. 3 m 3 m -3 m- 3 m 21 E- constant

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Q: 2. Can centre of pressure for a vertical plane submerged surface be ever be above centre of Gravity…

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Q: 60 kN 40 kN/m M = 120 kN-m 1 m R2 1m 3 m 1m R1

A: Given data:

Q: 4 m 4 m 2 m 60 kN 120 kN

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Q: R1 50 kN 2m m 20 kN/m 10 kN/m 7m R₂ 40 kN 3 m

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Q: 3 kN 7 kN/m B 4 m 4 m

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Q: A glass tubing consist of 5 vertical stems which are 500 mm apar connected to a single horizontal…

A: Flows, where streamlines are concentric circles and the tangential velocity, is directly…

Q: |10 kN 10 kN 12 kN 4 kN/m 4 kN/m D E 2m 3m 5m 3m Figure 6.36 [R_ = 48 kN; R, = 16 kN; V = 26 kN,…

A: To find all parts

Q: 40 KN HINGE 30 KN/m 20 KN /m 2m 2m Im Im 4m

A: Reactions

Q: Smaller angle: Larger angle: s = 20 ft Determine the two possible angles so that the water strikes…

A: This question is related to the Engineering Mechanics.

Q: Q1: Find ApH? 10 kN/m 5 m El constant A 10 m

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Q: 50 kN 40 kN/m 10 kN/m В.) OB 20KN-m -1m+ 2 m-+ 2 m -1m 4 m

A: The simply supported beam has length =10mThe left support is hinged and right support is roller.

Q: Determine the reactions at the supports for the structures shown

A: Given data:

Q: 50 kN в 3 m 25 kN 3m A 2 m 4 m

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Q: A plate of length 600 mm and weighing 100 N is hung from the hinge at the top. It is hit by a jet of…

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Q: 70 KN 31 KN/m A 13m

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Q: 15 KN 30 kN Q6: Classify the trass shown in Fig (6) and find the bar forces AD and CB. 20 KN- 3m Be…

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Q: Analyze the trusses shown .EA= constant 12 kN 10 kN 2 m 2 m B 2 m A, 3 m 3 m 3 m

A: Since members BG, CG and CF are zero force members.They can be remove from the fiven truss for…

Q: 8 kN/m 12 kN m OB – 5m- - 3 m

A: Derive equations for shear and bending moment and draw SFD and BMD

Q: Determine the value of Ely at the end of the overhang beam shown. 600 N-m Ely = | 1m B 3m 900 N/m

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Q: 16 kN 8 kN 24 kN/m 16 kN/m E A 20 kNm B 1 m 2 m 4 m 2 m

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Q: Draw the deformation shape H.W 18KN/m 40KN B. 1.5 4m 3m Fig.(3) B. 100 kN- 3 m 2 m 3 m El = CORSiant

A: Only deformation shapes are attached as per asked details.

Q: 50 kN/m 25 kN/m Α Β -4 m

A: Draw the free body diagram. Equilibrium of horizontal forces, ∑Fx=0Ax=0

Q: 20 kN 20 kN 20 kN 20 kN B 60° –3 m- – 3 m--3 m--3 m--3 m- 8 kN Prob. 2–19 →H

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Q: 100 KN 150 KN 4.00 meters 5.00 m 4.00 meters 2.00 meters 2.00 meters Joint Horizontal Component…

A: To Determine Horizontal and vertical components at A and E and Force in member Bc and BD

Q: E P3 3 m C 3 m 3 m 3 m

A: to find force in member BE BC FE

Q: H.W.1 4) The glass tube has an inner diameter 0.5 mm and is immersed in water at an angle 10 ° from…

A: Determine the average length L to which water will rise along the tube due to capillary action.

Q: 26 kN 7 kN/ m 0.7 m. 0.6 m 3 0.8 m 12 kN/ m 0.4 m

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Q: -3m *-4 m 3 m - - 3m- C B 3 m 4m 60 kN E 3 m D

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Q: 4 KN/m 3 m 20 KN 3 m

A: Given data : Number of member (m)=2Number of joint (J)=3Number of external support reaction…

Q: Determine the angle θ between the two cables.

A: Write the co-ordinates point of A,B and C

Q: 4 kN.m 4 kN.m A 4 m

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Q: 12 kN 10 kN 2 m 2 m 2 m - 3 m - 3m -3 m

A: Determine all the forces acting on the structure shown. Also, indicate the type of force acting on…

Q: A 2-ft-diameter hemispherical plexiglass "bubble" is to be used as a special window on the side of…

A: First we will find out the area of the given hemisphere. Then we will find out the volume of the…

Q: 20 kN/m R₁ 3m 180 kN/m 1m R₂

A: step 1-

Q: 10 kN upward 10 kN, downward 50 kN upward 50 kN downward 5 kN/m -2 m- M = 60 kN m -2 m-1m-

A: The Given loading is shown on a cantilever beam. Cantilever beam is a statically determinate beam so…

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.