Homework 1-2.2: Find the Reactions 136k 5k/ft 6/ft 3k/ft 2k/ft B-Q 15' 3' 6' 3' 1' 3-1-1 3-1-2 24k/ft 25k 45° 5' 15' 5' 3-1-3 in

Q: Find moment and Reaction in each Fixed Support e 3:44

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Q: 10KN, 1. 4,5m

A: The plane truss shown in figure is statically indeterminate to 1st degree. But the truss is…

Q: Problem 9. Calculate the maximum moment 3 k/ft 2 k/ft A 20 ft -30 ft- O 347.5kN-m O 327.5kN-m O…

A: Calculate maximum moment?

Q: Solve the shear and moment diagram using the area method

A: Given:- To find:- Shear force and bending moment diagram Concept:- Area method:- By the area method…

Q: 1. Determine the Degree of Freedom of the following Structure

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Q: 3 k/ft 2 k/ft A B -9 ft- -15 ft- 6 ft-

A: The free body diagram of the beam is shown below.

Q: AST A 1 r 20kN/m 4. N०६ 730° 50kn Im 2m 3m B r Ax. Ay, Ey.. S.F.DB.M.D. - S.F.D X->Hm B.M.D -I'm…

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Q: 123 BC IZO E

A: Given:- beam ABCDE A=roller B=hinge C=roller D=pin support To find:- reactions shear and moment…

Q: Solve for the EIA using Area-Moment Method. 3m 50 kN B 2m EID@ pt. B 60KN dic 2.5m 荔

A: EI = Constant Determine the deflection at point-B using Area moment method.

Q: REACTION AND MOMENT AT. AT A AND B

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Q: 53. Determine the Moment at point B. a. 24i - 8j - Ok c. 15i - 4j - 36k b. 15i - 4j - 36k d. None of…

A: Moment about B is given by the cross product of (F ×Z) F = force vector Z = distance BC F =…

Q: Q) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal…

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Q: Find the fixed end moment of AB BA BC CB

A: To find fixed end moments

Q: 3.20 2.40 JEE'T B Analyse the following beam by drawing the moment and shear diagram. 4T 1.661 с…

A: Given data:-

Q: MEMBERS BE, CE, & BC BEST STARTING JT. FOR BE, CE, & BC IS AT JOINT E COMPLETE WORK WITH FBD

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Q: Which of the following is a loop? FO C.

A: Option (c)- AE Option c is the correct answer.

Q: +y A B a +x 12 Three coplanar, concurrent forces at O Vertical component of force B will act along…

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Q: PROBLEM 2 raw the shear and moment diagram of this beam. 4 kN/m 8 m- B 80 kN.m + -4 m 30 kN C

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Q: PROBLEM 1 Draw the shear and moment diagram of the beam shown. 20 kN.m A -2 m- 1m-+-1m m→ B -2 m 10…

A: Given data in question  Load 10 kN Moment 20 kNm Span 6m To find out  SFD BMD

Q: Moment at B

A: Given data in question  2D frame Point loads Dimensions  To find out  Moment at Point B

Q: Homework 1-2.2: Find the Reactions 36k 5k/ft 6/ft 3k/ft 2k/ft B-Q 15' 3' 1' 3-1-1 3-1-2 24k/ft 25k|…

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Q: compute for the reaction

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Q: w- 30N/m 9m (om 12m 8m 12m Detemine the vresultant force (R) and indieste ito location from point…

A: to find resultant force and its acting point; we need to firstly resolve the forces and then with…

Q: luhat o the Corhital nadient Sar coarse raned doil hich has voidratio A 0-86 and fecific grauity…

A: Introduction : The given question is related with geotechnical engineering . In this question we are…

Q: a.) DETERMINE THE SHEAR AND MOMENT DIAGRAM 2m 2m -30kn/m Im R₂

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Q: zm 20X 3m B zkn X # VOTEX Im/ A 2kn/m / W\ ami

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Q: Determine the moments by the Cross Method 46/m V Br J J ↓ ↓ ↓ ↓ ↓ ✓✓LCA, 1.73T TUMPAT 211 H miman…

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Q: Example 2 Draw influence lines for R₁ VD. MD. VE and ME. ka D C E atakat D C katata,

A: A beam is shown in the figureneed to find an influence line diagram for RA, VD, MD, VE, and ME

Q: 2m AA 50 kN 3m B TTTT 2m 35 kN 2m 70 kN 3m D 2m 40 KN D

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Q: Design a simply supported rectangular reinforced concrete beam. 60KN PLI W. 17KN/m Vu (L.L) h 600mm…

A: LL=17KN/mP=60KNBending moment for this beam=wabl+wl28B.M=60×2×4.56.5+17×6.528=172.858KN-mas per is…

Q: Q2: For the beam shown in Fig.(2), find the reaction forces at supports A and B?

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Q: 12m.t w s sor t 3.m o XX ses t 0 w

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Q: ID 15k00/m 2h Support Reachs

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Q: Amlyine the slop (reotechaiceut Cross suten 8-B Detyn). s 5. o'5.5, .30 m elay) -15:6-5, r36 0-5 5m

A: p denotes pressure in KPa

Q: Moment distribution method Analyze the following. beams using Draw the net BMD 15kN 15KN A (21) K…

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Q: 400k 150KN ↓ ↓ x2m 3m 6m Im B 2 3m 80kN/m be را رارات 7m 10m PLEASE HELP! ASAP!!! Vertical Reaction…

A: Solution by using Slope Deflection method: Fixed end moment: Span AB:…

Q: Deteimine and UAB 36KN 5m

A: Given:- A beam is loaded with point load and a varying load The magnitude of the point load = 30 kN…

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

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Q: Draw shear force and Bending moment Diagram 2 kN/m 2 kN/m B -4.5 m- -4.5 m-

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Q: Course Bearing Distance AB S 18°5' W 126 M BC S 08°51' E 90.2 M CD N 23° W 108 M DA

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Q: Find support reaction

A: Given data in question  Span length  Simply supported beam  UDL UVL To find out  Reactions

Q: 89 (KN) 39 (KN/m) 70 (KNm) E 4iS. m) normal Force ? cuting force? moment(NTM) diyagrams!

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Q: For given problem, 150KN Tita B kzm-k 4m 4m Find Support Reactions at B arad D.

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Curve setting

A curve is a turn that is provided horizontally or vertically in the design of highways, railways, and runways. A curve connects two straight lines that are separated by the deflection angle. It helps to change the direction and alignment of the highways, railway tracks, and runways. Therefore, the gradual change in their alignment is made by using a curve to provide comfort to the passengers and this also provides an easy turn to change the direction of the moving vehicle.