I.5 KN/m Im G 3m Am 4m D 4m DETERMNE ALL BAR ORCES. N ORDE AS LUTED DELOW. AB AC BC EG BD F6 MAJ9 YATH AL YOUR YO-HAS BE DE GH CE

Q: FROBLEM. For the gier propped begm, determine 4Thẻ deffeig at the mitspan. 2 braw the Shegr & Moment…

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Q: Use the Area -manent methond to calculate he slope and he Simply Supported beame shomm balow…

A: The Bending moment diagram and MEI diagram of given simply supported beam is shown below:

Q: Example: For the reinforcet concrete beam shown. draw the shear force and bending moment diag rams…

A: Given Beam: To draw: Shear force diagram  Bending moment diagram

Q: using virchind worK motheん 4 KrM Drend BM.D

A: ##solution using virtual work method## and draw BMD##

Q: 9-2. The copper shaft is subjected to the asial loads shown. Determine the displacement of end A…

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Q: 2-Analyze the fallaweing beam by nsiny ultimmnte Strenpth methad, found matimum talua oflead…

A: 4-D (overall depth) = 600mm d' (effective depth) = 60mm (assuming) d(effective depth) = D-d' =…

Q: 3) If the ali owa ble. stresses are :- Bt = 165Min,'sc =100MPA, T=F01Ypar determinet max. value of…

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Q: DETERMNE ALL BAR FORCES. N ORDE AS LUTED DELOW. AB AC BC EG BD F6 8 YOUR YO HAS WAJA YATIAS BE CVBV…

A: Converting the udl into Nodal forces, and redrawing the trussLength of member CE =EG = 4.12 kN

Q: HW The GomPound shaft s hawn is attached to Kigid SurRrts, for the bren2e segment AB, the diameter…

A: To find maximum torque T

Q: Locate the centroid y̅ of the area.

A: We know,

Q: I D0kN For fige shouwn. Determine te max and mih 12ressure under the base 2- FiSe stiding. Be Fise…

A: Active Earth Pressure, Ka = (1-sinΦ) /( 1+sinΦ) = (1-sin38) / ( 1+ sin38) = 0.2366 Pa = 0.5 Ka Y…

Q: Find the Laplace tränsform of the function 4e cos 3t -5t sin 3t. 4(s-1) (s-1) +9 (s +9)? 4(s+1)…

A: Using laplace transforms

Q: 3.Ifisgluen Wo Li 12 EI, A as Eg= EII EIz Find au expression. A for Ve at the enlof. the the…

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Q: / for the beamin fi anco MPHdc the immediade de flectionduebototal Load 3ure be b-Estimate the…

A: given data ,D.L=10KN/mL.L=35KN/mL=2.5mh=700mmbw=350mmb0=200mmd=620mmdeflection for this…

Q: a+d=7. find K and M support responses KH KI MJ MI rod forces. Şekildeki kafes sistemde F-20(a+d)kN…

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Q: If the allowa ble stresses are :- 150 mm Bt = 165Miu,'sc =100MPA, T=7014 Par determinet mex, value…

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Q: q kN/m 1 2 A 4 EI 3 2EI El В 3 m 6 m + ta onergeler aimak Using cross method, cotarmina the…

A: As math type not available, hence providing Hand written solution

Q: Calculate ferce F on the gate MN and position y of c.p.(specific grauty of oil=o 81) the long of the…

A: Given Sp. wt of oil = 0.81 x 9810 =7946 N/m3 Area (A) = 0.1 x 1 = 0.7 m2 Location of CG (from the…

Q: COMPUTE THECHEAR AND BEHDINe CTRECCE (TOP 4 EOTTOM)N ME BEAM THAT K LOPDEP AND AAS CROSVEGTIONL PRO…

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Q: Saturday qui군 2 20-2-2021 20 20- 20 2 8- For the beam Shown below ; the modulus se e lasticity (E)…

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Q: V125 cos- – j sin 11 11 Simplify 4 + j sin 11 Cos 11

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Q: DETERMNE ALL BAR ORCES. N ODE AS LUTED DELOW. AB AC BC EG BD FE YOUR YO-HAS MAJ9 YATIAA2 BE CV8VH le…

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Q: Find the di ffrent in between A andB? pressure r.dsl.2 To.1m A+ o.4m dridst ridso.f

A: PA-PB=-1.36rw.explanation is given in below step

Q: 3) vik he e4wations for shtar and moment betueen points Dand E. Select the angia at Å- 8 kips = 3…

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Q: equivaky an Replor the loacdna Systnm ay resultent orce ared Couple momen acting at Pont A 300M 300M…

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Q: x Determin the design Compressive 2-5 Strength of the Coss-sectional CGolumn shown with unbraced…

A: Given:- The unbraced length of the column = KxLx = 3.5 m  The unbraced length of the column = KyLy =…

Q: highway loads W= 60 tN/m P = 150KN Dead load W= 25 kW/m : Golue for Mmax on the beam 8m e zm 50KN…

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Q: Ås s hown in tigure Hiw. 1_f Find the required torce to pull of 8.4mm fran thin plate at a distance…

A: We can use Newton's law of Viscosity for Force Determination.Shear Stress is Given as :ζ=μdudywhere…

Q: ple: A(Scm) dia-water jetwith a Velocity of 3om/sec impinge ndriction losses - Compute de Force Li…

A: Solution

Q: O Betermone me slope aŬ A and the displacenent madpaint at

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Q: .. 300 mme 100 mmø H20, 2) 500mm Zng(13.6) 100m n dian oter ic instal ed in a 200m m diamn ots…

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Q: Uniform load ( figi 18, NDS beamm ta bles) wa? %3D M. 2 M. *い-な) (typo in to ble) Mz Note: l,a , &w…

A: Given data: w1 = 0.5,  w2 = 0.1, L= 25 a = 8

Q: The Cantikver frues Is loaded Deter minc the reacfio n atE. to 20

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Q: 150 mm ) If the allowa ble stresses are :- Bt = 165Min,'sc =100MPA, T=70IM Pr Aeterminet max, value…

A: Answer To find the maximum value of 'w' we need to calculate the allowable 'w' for given allowable…

Q: PROBUEM A: USING METHOP of SECION, SOLNE POR THE ORCES ACING ON MEMBERS BD, BE AND E. INDICATE…

A: Given force P1=6 KN ;  P2=8 KN ;  and P3=9 KN and angle of force P2  is θ=49.5° Support…

Q: 2 w * EI = 20000 KN.m AZ Q/ Find thi Form & 3m 2m 4 Load (w) if the deflection at Dis (3mm) 4pward ?…

A: Let w be in KN/m  EI = 2 x 104 KNm2

Q: SKN 3KN 2. FROM TTHE GIVEN LEAM SOWE THE FOuowING 17 m 4 a) REACNONS @ A9B 1.7m 0.8m m. b) SHEAR…

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Q: 8.0l6 4Ft 4 SEAT WORK DETERMINE THHE TOTAL LENCTH OF TAE CABLES loo lb

A: tanθAB = 74⇒θAB = 60.2551°

Q: Q.1.23 A maso m is launched withan cnitial speod U -400 ft |sec. The launch ang le is O = 50°. The…

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Q: NO.: DATE: ) A 100 m tape is suspend ed at the end s under a pull of 15 hg. It has al so support at…

A: Given data Correction of sag is given by C=(WL)2L24P2 Pull is given by 15 kg Weight of tape per unit…

Q: Quèstion 18 A 1.60-m- tal1 person liftE a 1.65-kg book off the ground so it is 2.20 m above the…

A: mass, m = 1.65 kg Height of book, h = 2.2 m Height of person = 1.6 m To Determine potential energy…

Q: pfh dre respectivel 21MPA. Use a reduction factor of 0.90.

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: 1. By the moment-area method fin d the slope and de flectio n at the fre e end A cantile ver be a m…

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Q: Steet Find the alue Bronze 2m A 2m 3 m Im D GiYen Steel A = 900 mm2 E=200 GPa S= 120 MPa BronRe…

A: Given data: Steel  A=900 mm2 E= 200 GPa Stress=120 MPa Bronze: A=300 mm2 E= 83 GPa Stress=70 MPa

Q: Conciete bass as shown in Jiq. Each 25mm. It Sress developedin Ec cnially with eight steel bar has…

A: Area of steel =8×π4×252                         =3925 mm2Area of concrete = 5002-3925…

Q: #- The initial, elocatg V. 7 the compourd puly B is Grad/s counter- clockwise ard weight E is…

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Q: 3. Solve dy/dx - cos x = cos x cot^2y show your solution a. 2y + sin 2y = -4 sinx + c b. 2y - sin…

A: The given differential equation dy/dx = cosx + cosxcot2y dy/dx = (1+ cot2y) cosx Now we can easily…

Q: Q Determine the ratation at point f the frame shoon infiguve. Talke E 200*10 mpa I= 3. xlo mm 4 SEN…

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Q: 1) The container is parhally Filled with ail, water and A.Band ( talse air. Delermine the presures…

A: The pressure at any given point can be evaluated using the manometric equation  P2 = P1 ± Yh The…