For the beam in Figure belo a-Compute the immediate deflection due to total load. b- Estimate the long-term deflection assume 25 % of live load as sustained. fe= 25 MPa, fy= 400 MPa. P L h bw bo Mode ho A 150 kN/m 5 m 660 mm 350 mm 200 mm 300 mm 580 mm mmm L P -2- bo 25 -bw-

Q: Determine the deflection at D

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Q: EX.. An overhang beam of uniform El is loaded as shown in the figure below. The deflection at ine…

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Q: Solve for the beam adequacy using WSD and USD.

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Q: • Determine deflection at D. B and D are both internal hinge E- 2006R I- 200 u men 15 KN/m 5

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Q: Pb- 7 A 20 mm diameter bar is 1.25 m long. When the bar is simply supported at its ends in a…

A: Given data- Length of bar, L = 1.25 m,  Diameter of bar, d = 20 mm,  Concentrated load, W = 370 N,…

Q: Find the maximum value of (p) that can be applied to the beam shown. (WD.. is included the…

A: Solution; Given that; b=300 mm h=600 mm No. of bars =5 Size of bars=16 mm fc'=30 MPafy=400 MPaWDL=2…

Q: Maximum deflection at centre

A: Given data : Udl intensity (w)=4 KN/mLength (L)=3 m

Q: Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN/m C. 10 m 9.…

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Q: C):-The rigid bar BDE is welded at point B to the rolled-steel beam AC. For the loading shown,…

A: Given data:- E = 200 GPa =200×106 kN/m2 Below diagram is given in question;

Q: Solue for All the support reactions. lndicate units & directions SDN 4m 3m A EI use this method only…

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Q: 3.) Average: Area Moment Method Given the Compound Beam as shown below. Determine load P that will…

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Q: ding shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the de…

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Q: The cantilever beam consists of a rectangular structural steel tube shape (E-32000 ks/-504 in). For…

A: Given values: E = 32000 ksi, I = 504 in.4

Q: 5 kip/ft 1 ft 11 ft 30 kip-ft 11 ft Figure P-552 11 in ♫

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Q: Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 с- 9 Y kN 2 m X kN 2 m B…

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Q: 5okw -m DR A E Q EI 2m 4m zm PA RC RE

A: Step : 1 Conjugate beam method :- It is a secondary imaginary beam which is loaded with elastic…

Q: 8-33 Determine the slope at B and the mazimum deflection of the beam. Assume A is a roller and Bisai…

A: For Real Beam : Support Reactions : Due to symmetry, RA = RB = 4 + 2 + 42 = 5 kips M/EI Diagram :…

Q: 04) For the beam loaded as shown determine the maximum between the supports and the angle of…

A: Given data: EI=86 kN.m2

Q: Hinge 2Eキ 2EI Et A 3m 5m E = 200 Gra I=150(106) mm t 4 YEr tiçal PAkction

A: Maximum deflection will occur at the position of the hinge.

Q: Detormine the reactions and moments for the beam shown using slope-deflection method. 18 k 10k 1. E…

A: The slope deflection method is used to analyze indeterminate beams. For a span AB, the slope…

Q: The beam is loaded as shown. which of the following nearly gives the maximum momen of the beam in…

A: Concept:- If the loading is symmetrical then load applied on the beam will be equally divided…

Q: H.W1: For the structure shown below 1- Find the horizontal deflection at D 2- Find vertical…

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Q: Derive the following equation of maximum deflection using the double integration method.

A: According to guidelines we are supposed to answer only first question, please post other questions…

Q: (D.L) t g=12 kN/m (L-L) p=20 kN/m атple G=70 kN P=19 kN Given 25 N/mm2 cu E 3.00- f, = 360 N/mm²…

A: Step-1: Geometrical properties of the beam Step-2: Factored load on the beam Step-3: Bending moment…

Q: RA Ra = Rc = A 15 kN 2 m B 10 kNm 2 m kNm KN C Rc 3 m 6 kN/m D 1.H. 3 m E RE

A: RE= 9Kn Vd=-50.66 kn

Q: An overhang beam of uniform El is loaded as shown in the figure below. The deflection at the free…

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Q: A cantilever beam of length L is subjected to a moment M at the free end. The moment of inertia of…

A: Given- A cantilever beam of length L is subjected to a moment M at the free end, The moment of…

Q: An overhang beam of uniform El is loaded as shown in the figure below. The deflection at the free…

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Q: compute the safe factored uniformly distributed deadload that will be added to the weight of the…

A: Span = 6mudl (LL) = 20 kN/mb = 280mmd = 415 mmfc' = 25 N/mm2fy = 420 N/mm2As = 6 bars of 20mm To…

Q: 36 KN/men L ATP Value is constant. EI ind knomomentr at A,B and Cng lope io del flecition Imethadl,

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Q: q14 A cantilever beam ACB has end A fixed and subjected to a point load P at free end B. The point C…

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Q: QFor the 8.0m simply supported beam shown in figure below, calculate the immediate deflection due to…

A: Maximum deflection in a simply supported beam with full span UDL=ymax=5 wL4384 EI To find deflection…

Q: PROBLEMS For each of the beams in Problems 624 to 629, compute the moment of area of the M diagram…

A: The length of beam, L=6mThe load is 1000N and couple is 400Nm

Q: An overhang beam of uniform El is loaded as shown in the figure below. The deflection at the free…

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Q: Compute the maximum deflection (IEy) for the beam loaded

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Q: AREA MOMENT METHOD Find the value of EIð at the point of application of the 200 N-m couple in the…

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Q: SEI El

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Q: For a smple supported beam shown below EI P 2E1 P EL B 2L L. (1) Use the method of moment-area to…

A: Using moment area method

Q: Item 2 of 2 For the loaded beam shown, using moment - area method. a. Determine the value of EI8 at…

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Q: 2. Determine the slope and deflection at point B of the beam AB shown using the Area- Moment Method.…

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Q: solution

A: As there are multiple questions posted, according to the guidelines only the first three are being…

Q: 5 EN /m EI= consl B AB = 10 M Fev the beam shown, using conjugale beam method, delermine Hp…

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