An IR profile 304.8mm x 12.50 kg / m, (IR 12 '' x 12 '' or H) It is used as a column and receives an eccentric compression load P of P = 120 Ton, determine: Characteristic values, design the plane of efforts and locate your EN

Q: (1) (2) P A В C 0.45 m 1.30 m The assembly above starts out at 52 degrees celsius. What is the final…

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Q: 1. By the moment-are a m ethod fin d the slope and de fle c tio n at the free end A of the cantile…

A: Given data W=270k/ft L2=7ft L2=8ft

Q: draw the FBD and the FBD with the resultant. PLEASE DO NOT USE SOMEONE'S ANSWER

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Q: Fluid Properties Two horizontal plates placed 250mm have an oil of viscosity 20 poises. Calculate…

A: Viscosity=20 Poise=2 Pa-s Velocity=1250 mm/s=1.25 m/s Gap=250 mm=0.25 m

Q: @ delermine the magitudo te rognitude of the reSuHant force of the coplorer force System shownin the…

A: For determining the resultant force first we have to calculate the total force in x and y-direction.…

Q: H.We A bar with Constant arass-section area(Aland unit weight () is subjected to axial force (P) in…

A: Consider a bar of length L having cross section area A with unit weight γ and modulus of elasticity…

Q: Given: F |Change in length of CF=0.00208a mm Area(BE)=150a mm? E Area(CF)=150a mm? 18a mm E E=200…

A: When the load is acting on the body or specimen there is some deformation or change in the dimension…

Q: : Prove that (1) Ya = Gs Yw 1+e

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Q: P-

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Q: 3.4 Check the threshold validity below according to the bending requirement if 35MPa=m, f = 300 MPa.…

A: Dead load, DL = 5 kN/mLive Load, LL = 10 kN/mPL = 20 kNSpan, L = 4 mfc = 35 MPafy = 300 MPa3-25 mm…

Q: 2 - Reflect & comment on how would you solve the problem if the system is subjected to ground…

A: Answer If the system is subjected to ground motion, we will use the formula  F=-Kx and, while acting…

Q: Analyze using flexibility Method 2K/H 2 кун нигде 12 A pom To Dsi O = 1 ** B FI=Constant

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Q: 20kN/m 4m E = 2 *10³ kN/m² I = 1 *10-4 m4 Required: AB Answers in structures lectures: ETABS's…

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Q: and details shown in the below figure carries a dead load of WD-10 kN (include beam weight). By…

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Q: 10 mm 70 mm 50 mm yo

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Q: (1) SOL (2) SLL Calculate the Long-term deflection assuming that 25% of the live load is…

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Q: Find shear force value under point load 10 Kn

A: Brief Introduction : The question is related with solid mechanics . In this question we have to find…

Q: 2) Regd: Determine e of A relative to D Gst = 12 x 106 psi 101 lb ft 2-in. diameter 1000 lb · ft 900…

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Q: For the given properties of the beam below, determine the safest wy that the beam will carry. bf =…

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Q: The machine part has a uniform thickness of t= 5 mm (i.e. 5 mm in the z direction). The width of the…

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Q: Three forces are acting on the eyebolt shown below. All forces intersect at a common point O.…

A: Given data in question  Forces 2500, 3000 & 4000 Angles 45, 25 & 30° To find out  Resultant…

Q: - For the frame shown below, the initial displacement is 25 mm and the initial velocity is 13 mm/s.…

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Q: 1K 2K 1K D 60 60 /60° 600 60° 60° 10' 10 OE E 10' G. Solve for member FG.

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Q: 1. Det.moment of inertia. Y 3" r= 3" 1" 2"

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Q: Compute the loads and deflections point D at each yield and the ultimate level for the structure…

A: The forces are the amount of loading that happened on the area required by the specimen. The…

Q: The degree of indeterminacy for the structure is given as 24 kN E5 m w = 12 kN/m 10 m to 3A m

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Q: Select the reinforcing needed for the short tied column shown for the following: Pn=2000 kN, 250 mm,…

A: INTRODUCTION: Columns are the standing upright structure which transfer the above superstructure…

Q: AGO .45 m !1.25 m 1.85 m 1.22 m Wo120 IN A weight W' 120 Kl is being supported by steel sections…

A: Given W=120KN Considering E as origin, We will find position vector, then calculate forced…

Q: 1. Solve for the design flexural capacity of the beam shown below.

A: Flexural capacity of the doubly reinforced beam is given by .Mn = = 0.9We need to find a , As1 , d…

Q: P2. Calculate the Strain energy stored in a ber 3m Sem in cliameter when itis saljected to a tensile…

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Q: Problem #02: Analyze the given frame using flexibility matrix method. Take Ax and Ay as redundant…

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Q: PROBLEM 3: The coefficients of friction between the block and the rail are u, and µ. Determine the…

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Q: Q2 All members of the truss in Figure Q2 are to be fabricated from the same stock of thin-walled,…

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Q: 8= Pb²t 2²- 46€1 8₁=8₁482 MEN -SHE AR NOMENT LOADED WITH CROSS SECTION AS SHOWN USING THE B. BEAM…

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Q: Figure Q3 shows the copper shaft subjected to the axial loads. Determine the displacement of end A…

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Q: А L B 425 mm C |D 1,000 mm V P A steel bar (1) and an Aluminum bar (2) are connected to a rigid…

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Q: A horizontal beam ABC is loaded as shown in figure below. The distance of the point of contraflexure…

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Q: Below is a trapezoidal beam with 3-28mm reinforcing bars at the bottom. Using the design properties…

A: Given: b=500, 200 mm d=650-50=600 mm n=7 As=3×π×2824=1847.25648 mm2 Beam condition=Cracked

Q: Current Attempt in Progress For the beam and loading shown, use discontinuity functions to compute…

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Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.