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Q: 5A - 2B ВХА Det(A) Ax B BTX AT Det(B)

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Q: y"+2y' +5y = cos(3x)-sin(3x) ( True Fouls Yh=c1 cos (2x)+c2sin(2x) O O yp=A cos (3x)+ O B sin (3x)…

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Q: HiW@ Draw s.fiD and BirM.D for beam shown by graphial metheds Ans/ 4W/m Vray = 4 W, Vay=-31W hinge…

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Q: 2「作 CoNRETE BARRIERS RE COMMONLY USED DURING HGHWA. CENSIRU CTIO . DETER MINE THE PLAIP WEGHT PER…

A: Considering the following figure, when the retaining wall is divided into 3 sections A, B and C.

Q: Assume that AE are equal for each rod Regd: Internal forces for member AB, CD, EF B D F 0.5 m TAB…

A: Let the force be F1 F2 and F3 from left hand side  S Using compatible equation we can relate the…

Q: E₁=100GPa, E₂-200 GPa, 1₁-1₂-50 cm, Oall(1) 100MPa, Oall(1)-200MPa, F=20kN U d-? 30° 1 VF //// 60%…

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Q: The following structure has pin reactions are given.

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Q: L Br 5t 0 16 P Br H Find the stress in each rod Given: Ast = Abr=200mm ² Est = 200 G Pa Ebr = 83 GPa…

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Q: 109 1690 Wu 5 KLf 2 10ft 3" I Need to calculate Kr 3" 14.4 #3 at Coo.c. 3#9 Check if 10ft is ok ok…

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Q: A rectangular block is 120 mm long in the X direction, 91 mm wide in the Y direction, and 66 mm…

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Q: The beam shown is made from two boards. Determine the maximum load (w) that can be applied if the…

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Q: 1. Match the Following: 1) M = (6lx - 6x - P) 12 5F MAB =(11x- 3I) 16 MBC R1 R. 16 F Wx M =(1- x) R1…

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Q: Hw: Find the slope and deflection in the section CA-A) anel the section CB-B) for the beam Shown.…

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Q: The A-36 steel pipe has a 6061-T6 aluminum core. It is subjected to a tensile force. Given: Tensile…

A: Given data, Tensile force = P = 294kN Outer diameter of pipe = dO = 84mm inner diameter of pipe =…

Q: a. DeteRminc_the force -6-Deterine the torcEG AB AC

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Q: QL Delermine the design (ultimati) bending momen! for hie beam sections shonen belowi- 300 mm AGO mn…

A: total force of compression=total force of tension0.36fcxb=0.87fyAbarsAbars=4Abar=2040mm2substitute…

Q: L Br St 0 16 P 09 Br Find the stress in each rod Given: Ast = Abr=200mm² Est = 200 G Pa Ebr = 83 GPG…

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Q: A= 63.04 cM², bF = 100 wm, tF = IS-3 wm For ISMC 400 tw = 8.6 mm, Ixx = 15123.4 cm4 For ISA 1asx75X…

A: To determine x bar of the composite section. Centroidal MOI Iyy

Q: (1) 21" 3". 4#9 14" (1) Ec = ? (2) fr=? (3) Mer=? #4 (4) When M = 70 (5) & Mn = 2 fl=5 ksi Grade 60…

A: Given: fc = 5 ksi = 5000 psi fy = 60 ksi = 60,000 psi b = 14 in d = 21 in h = 24 in main bar =…

Q: 1A 50 m tape weighs 2.5 kg. Ever y time measure ment is performed, the tape is supported points at…

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Q: 17. determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi,…

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Q: couMN IS 0 +EET LONG AND IS PINNE ES. LIIWIT COUMN SIZE TO A NO MINAL K im

A: step - 1  calculate the required strength             LRFD                  ASD P_{u}=1.2(140…

Q: o EN Find the sheer derdhpet mm fiber mm fom top and Section af te baamo 3 m from beft supporth on 9…

A: The bending stress is computed for the rail by the equation Sb = Mc/I, where Sb is the bending…

Q: H / The beam shown below has across seclion of channel Shape with widhth 360mm and haghs h= loomm,…

A: Web thickness = 14mm Width of the beam = 360mm Height of the section = 100mm Unifrom loading =…

Q: ure 800 N 30% H G M B 3 m -3m -3m- 3 m D Part A Identify the zero-force members in the truss shown…

A: Identify the zero force members?

Q: SKN SKN 4m 4m 4m 4m C 2KN 2 KN 2KN Find internai Forcer (or ctrecses) at members FH and GH buy…

A: Find the forces in the members using method of joints:Let Ay be the vertical reaction at the roller…

Q: 2. A medium dense sand is proposed to support a square foundation having a width and length of 5…

A: Given- Gs=2.6e=0.5ϕ=35'Fos=3

Q: 4m 2KN/m 盒 2DKM am Draw free bedy diagram, Find the reections (Show cakulalion. Draw ascal…

A: We are authorized to answer three subparts at a time since you have not mentioned which question you…

Q: What is the verfical displacement at: B? Yp=? Cin mm what temperature change will causse zero ·AT =…

A: Rods 1 & 2 are in series hence they will be subjected to same tensile force

Q: (1) 2/" 3" 4#9 bood 14" (1) Ec = ? (2) fr=? (3) Mer=? #4 fé = 5 ksi Grade 60 Steel NWC. b=14", h=24"…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: O Fer the 'Prame shown Pincd ll reactions at A. E, D by Consis. def. Methed, EI =Const

A: Force is the measuring value of the response to such a load or displacement from a template or to…

Q: Date : Determine te force in members the thuss B0,BEand_CE et shown Vsing me thod of joints . D E…

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Q: Hw A Shnft camSed ef Segmeats Ac.cD and DB fastened to rigid SurPerts and looded as shown, foy strel…

A: Given; TD=700NTC=300 N Aluminum=50mmϕ Bronze=25mmϕ Steel=25mmϕ

Q: Identify members as compression, tension, zero force or two force by inspection. BC and Cd as well…

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Q: Desgn two stays Tadking filer with. primay sealemantanhon

A: Given Data:Q=15000BOD=500g/ltanθ=28°22'BODout=50mg/l

Q: :MCQ Questions They are easy to build and the supporting walls need not be very strong floors…

A: Floors -  Floors do not  need supporting walls. Lintels- Lintels need very strong supporting wall…

Q: The following structure has pin supports at A and E, a slider joint at B, and a fixed joint at D.…

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Q: Note! Ignore the beam weght Draw the fre body day - Hho given beam fired 2.

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Q: 15. determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi,…

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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: Determine relation at A and B of the following figure

A: let us assume that, the horizontal angle made by the rod is θ  and, the weight of the rod be W which…

Q: Rutangulan beam qucth =100 m Muximum ahnaan fauce =GOKN. maximum aneen dhes = UN(mm YN(mm ? Jind dep…

A: Given data : Maximum shear force (V)=60 KNMaximum shear stress (ζMax)=4 N/mm2Width (B)=100 mm

Q: Determine the vertical displacement of end A and the displacement of B relative t C.

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Q: Example t A bridge designer is facing Proposed and the designer Hwa spans chollenge Two sptions are…

A: It is given that EI is constant for both options. We have to find the deflection under force F and…