-d- L = 14 in. PA -dz- -da- L2 = 16 in. PB

Q: Problem 4 Derive the shear and moment equations for each beam segment.

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Q: 2 1 5. vR3S2 → 5. v = n → hf 10.29n² LQ² D16/3 6. v=0.849CD2.63 0.54 → hf = 10.674LQ1.85 C1.85 D4.87

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Q: CLO 1: Use G-11.6 x 10 ksi for the circular shafts. Determine the maximum torsional shear stress at…

A: To determine the maximum shear stress at shaft AB of the given assembly.   Given, Shear Modulus of…

Q: I. Proving. SHOW THAT 2 1 5. v = ² R³²S² → hf = 10.29n² LQ2 D16/3 6. v=0.849CD2.63 0.54 → hf =…

A: two velocity equations are givenLHS=RHS is givenFindprove LHS=RHS of equation

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Q: Homework: (Column Strength Interaction Diagram ) Assume equal rebar at four sides Check if a column…

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Q: A reinforced concrete tied column carries an axial dead load of 650 kN and an axial live load of 800…

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Q: 2. For the pipe flow-reducing section shown below, D₁ = 8 cm, D₂ = 5 cm, and p2 is at atmospheric…

A: Given : D1 = 8 cm and D2 = 5 cm V1 = 5 m/s h = 58 cm Determine the force resisted by the bolts ?

Q: Q.4. Compute the design shear strength of the beam cross section shown in the below figure with the…

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Q: A beam is held by 2 steel rods, AB and CD. Three dead load forces are applied to the beam. The…

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Q: 36. A vertical concentric load of 1800 N is supported by a tapering concentric column. The column…

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Q: Draw axial,shear force and bending miment digram fig 1and 2 10 KN/m 20 AN 20 k 1.5 m 1.5 m Figure…

A: Note:- For figure 2 please ask separately to solve. I am solving figure 1 here. A is fixed support…

Q: CE A 1.5 m- Wo = 8 kN/m P₁ = 20 KN -1.5 m- D P₂ = 6 KN B -1 m1 m E

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Q: The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the…

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Q: Two 10"-15.3 lb channels are welded together as shown in the figure. Find the moment of area of the…

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Q: A Rolled Steel Channel ISMC 400 @ 49.4 Kg/m is used as a column. The Column is Fixed at both ends.…

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Q: 1.2m 1.2m

A: Dead load on purlin , =800×1.2=0.96 kN/m Live load on purlin, =1000×1.2=1.2 kN/m Now calculate the…

Q: internal loadings acting on the cross section at C.

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Q: Design a square base plate to support a 10mm thick pipe column with an inside diameter of 300mm. The…

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Q: A two-tier pipe system is use to support an applied loads PA and PB as shown in the figure.…

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Q: Determine the magnitude and direction of the hydrostatic force acting on the gate using PRESSURE…

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Q: 2. For the pipe flow-reducing section shown below, D₁ = 8 cm, D₂ = 5 cm, and p2 is at atmospheric…

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Q: - FLUID FLOW IN PIPES I. Proving. SHOW THAT 4. hf= = fLv² 2Dg 128μLQ πρgD4

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Q: Given a 9.92 m built-up column pinned at the top and fixed at the bottom with the following…

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Q: A two-tier pipe system is use to support an applied loads PA and PB as shown in the figure.…

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Q: Determine the maximum shearing stress of the beam shown in the above problem (prob. #2) 5 kN 2 m 2.5…

A: depth h = 200 mm width b = 75 mm udl 2.5kN/m point load = 5kN

Q: Draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all…

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Q: Part A The box girder is subjected to a shear of V = 16.6 kN. (Eigure 1) Determine the shear flow at…

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Q: Use the Distortion Energy Failure Theory to assess the adequacy of this pipe. (OD 114 mm; ID 97 mm,…

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Q: AISI 1035 CD Steel Fy = 1.2 KN Fx = 2.5 KN Fz = 3 KN point is A. Find the factor of safety using…

A: We have to determine the value of factor of safety using maximum shear stress failure theory as per…

Q: HW: For the beam of details shown in Figure, check the bending stress if: 1- Pd=5 kN, PL= 5 kN 2-…

A: Answer  To calculate the bending stress using WSD we have  Bending stress in concrete fc = M*xIN.A…

Q: 2. For the pipe flow-reducing section shown below, D₁ = 8 cm, D₂ = 5 cm, and p2 is at atmospheric…

A: Given Data : D1 = 8 cm D2 = 5 cm V1 = 5 m/s h = 58 m To Find : Determine the force resisted by the…

Q: Determine

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Q: E D (5000 mm2) (4000 mm) (5000 mm) 3 m C (4000 mm) (4000mm (4000 mm

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Q: A block is shown in figure. Consider a compressive load is applied at eccentricities given in…

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