find the foree in members DF, DG , EG. B 20N lom ION 15N 1ON lom lom lom

Q: Vertical Reaction at Support B (KN) Note: El is constant, no support settement. Kam k 2m3m 364.79…

A: Given  A beam Required   Vertical reaction at support B

Q: Locate the centroid y of the shaded ared. L=23.6mm y 2L L 2L 2L

A:

Q: D В Bm 4m 3m A E G H 3m 3m 3m 3m 30KN 60KN 90KN

A:

Q: y-2 a-3 b-2 Total Moment - 00 bcounterclockwise) Find the perpendicular moment arm of Fin to fthe…

A: Given F1= 250lb Total moment= 400lb ft

Q: التاريخ الموضوع : Home work Determine I that make BM at the center - that i =0 30KN/m 50KN 2m. *…

A:

Q: -2a 40.507 20/3 =0.50 igure shown (a=193), a. Determine the coordinates of the centroid b. Calculate…

A: A1=3a*5a3=5a2A2=122a*2a3=0.667a2A3=0.5a*0.5a=0.25a2A4=π*(0.5a)22=0.125a2xi:x1=1.5ax2=a+23*2a=2.33ax3…

Q: G 2.5m A. 2.5m 5N 5N 5N 5N

A: According to given data

Q: Length of beam=5m 6016mm 60 16 mm Section 1-11 WOZ 0.40 m-

A: We know that,  Volume = L×B× H Given,  Length of the beam = 5 m.  Width of the beam= 0.40 m.  Depth…

Q: 4" roolius 12" Fnd the conteraid, c= (a %3D

A: Centroid: The point at which the whole area of the geometrical figure is assumed to be concentrated…

Q: Determine the reactions on the beam shown.

A: Consider the figure,

Q: Determine the reactions at the supports for the three-hinged arch shown in Fig. 3.24

A: Three-hinged arch: A three-hinged arch is a statically determinate structure that consists of a…

Q: FBD 3.0414 0.5 3 3.9051 2.5 3.9051 2.5 3 FAB=126.53 FBE FBE=18KN METHOD OF JOINT 3.

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Q: Pmin = N (round of to 2 decimal placed) Pmax = N (round of to 2 dectmal placed)

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Q: 75 N/m 800 N - m B 8 m-

A:

Q: ind the förce R acting through point na the hori1zontal couple acting through points A and B that…

A:

Q: (a) Determine the reactions at A and E if P-750 N. The reactions are positive if to the right or up,…

A: Given:- To find:- From the given question, it is required to calculate the value of reactions if P…

Q: te the mom of iner ex-axis. its centroid. y ΤΑ (2,4) 30 of the shaded area -IX-X ty taz I = I₁ I-I =…

A: To find:- moment of inertia

Q: 700 N 450 N 300 N 30 60 B 1500 N-m -4 m -3 m Probs. 4-117/118

A:

Q: Line kength bearing Loti tud e Perarure AB to G4. 32 S 75'48'€ -165.9913 (D51. 1890 bc 1590.91 S 15…

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Q: E. .K .... 12 ..... A ... C アアD Dy 3my 3m 3m. Find all forcesr

A:

Q: Find the moment a bout at point A 100mm 100mm 200N 150N 45 1SN.m 200mm 40N.m NO8

A: since inclination of force is not given ,assume that the force of magnitude 200 N is inclined at an…

Q: -5.37 5 KN 6.62- -4.29- -5.02- 4 KN 3.73 3.24 E 1.04 6.2 KN B. 1.96 0.43 C 4 KN 2.4 KN -2.59 5.77-…

A:

Q: A velocity field is given ty V = axi-ayi , a= _(a) Detemine The eqiuation for Streamline passmg…

A: Velocity Field The velocity field is explained as the distribution of velocity in a given space.…

Q: cal 114 kN/m UT IM اما 14KN/m 1 u² ul

A:

Q: 15kN 12kN 10KN 40KN/m 30KN/m 20kN/m A OB C_O 1.50m 2.50m 2.50m 2.50m 3.00m 4.00m 4.00m 5.00m 4.00m

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Q: 30 kN C a 1m E b e 20 kN/m 8m HO- f 20,KN g 10 kN/m 6.0 2m 2m 2m ↓2m↓

A:

Q: 5. Find the moment along T 1.6m 5OON 1.5m 2 m T2m R. O 1200 N.m O - 600 N.m O - 1400 N.m O ON.m 3.

A: Given data  Inclined point load Distances We will take components of laod and only vertical…

Q: マ 10KN 4m T4mtum ww.balann

A:

Q: E 2P 3.6 m 3.6 m B A 3 m 4.2 m-

A:

Q: Q.77 Laplace transform of e 2t cos (4t) is s- 2 S+2 (a) (b) (s - 2)? + 16 (s- 2)? + 16 S-2 S+2 (c)…

A: given-e-2tcos4t

Q: Determene 8. Take; P=1218N ki=120N/m kz=360N/M l =1.6m

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Q: 2m 4) 2m 2m一 bm

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Q: %Y. 36 ull 0 1,0K/s Asiacell 3 Reciprocal ranging is employed when

A: Reciprocal ranging is employed when the ranging rod from one station is not visible from other…

Q: ol a) find the domain and range of three function bellow: 1) y =-2+V1-x 2) y = In(x-3) +1 3) y = 2…

A: part 1y=-2+1-xdomain x≥5and range is any real numberpart 2domain The domain is x>3. The range is…

Q: 38 mm. 1.8 m Diameter A 2 m 1.2m W=90KN

A:

Q: SKNIM 2KN అర్జయ RAY 2m RB

A: As given structure is determined structure So, equilibrium condition is sufficient to determine the…

Q: Given. d₁=20cm or d₂ 20cm or C = 0·80 For Rectangular port, t₁ = "S" Adh ₂ 21h 1-8 3 4₁ = 2021-125/1…

A:

Q: 60KN 80KN 50KN 4m 2m 1m 3m W KN/m R1

A: Draw SFD and BMD

Q: Apply equilibrium conditions in the horizontal and vertical planes: EF, = 0 N-Ncos 30° +0.3N cos 60°…

A:

Q: 10kN 10kN A B 3kN/m =kN/m A A 4m

A: Given figure

Q: 4. Fixed-end moment (FEM) on joint C of member CD in kN-m, FEMCD Choices: 27.556 9.587 16.185…

A: Fix end moment for CD MFCD = -wa2(3a2 -8al + 6l2)/12l2    w = 15kn/m a = 3m l = 5m MFCD = -…

Q: Solve the following equations 64. y" + 3y - 28y = 10e Ax

A:

Q: A 2m ST 2m B 1m 4T/m

A: Steps for analysis: Determine Static indeterminacy of frame Choose Redundantly Draw Bending moment…

Q: F3 = 320 N 6 F2 = 30 N F1 = 120 N 8 2.02m M1 = 50 Nm 2.18m A 1.3m 5.2m 4.85m Find Reactions Support…

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Q: mm 120 20 mm 160 mm 20 mm Shear Force 140KN etermine the maximum allowable shear stre

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Q: 4.OKN 8.OKN 2KN/m 2m im. 4m 2m

A: To draw the shear force and bending moment diagram-

Q: 4. For the trugs shøwn below, idențify ahy and all zero førcehembers by placng a*0" next to or…

A: Zero force member Condition 1: If there is no load present on joint (may having two or more members…

Q: Determine the force in each member of the Fink truss shown in Fig. 4.26(a)

A: Truss is the section, which consists of three members which are joined together to form a rigid…

Q: E Find the Forces in mem bers BD, CD eud CE 200 N/m 10 1.5m 27

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Q: Shsuon s the foure 9. Qśm

A: Calculating Ka for both the section: Ka1=1-Sinϕ1+Sinϕ=1-Sin351+Sin35=0.27…

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.