4. Find the Forces OF members BE CE, using and MOJ. TookN 50 kN 400 40° E 5m

Q: Determine the moment at midspan (in kip-ft to one decimal) for the following beam. Use P1 = 10.9…

A: Hello dear this is the solution of your problem The answer is found to be Moment at mid…

Q: If the resultant force acting on the bracket is to be750 N directed along the positive x axis,…

A: Consider the following free body diagram:

Q: 10kN 3m 3m 3m

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Q: Determine the (f_z) when distance of z = 0 and the scale of force 30 N/mm

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Q: Express the internal shear in the beam shown as a function of x. Determine the shear force just to…

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Q: Determine the moment at midspan (in kip-ft to one decimal) for the following beam. Use P, = %3D 9.4…

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Q: Using Section Method Only, determine the forces in members a) BC, b) BE, C) AF, 14 kN 2m 3 m 3m 10…

A: To find force in member BC, BE, AF

Q: 1. Determine the End Moments of the Beam Shown. Use the Three Mõmênt Equation. E = 205 GPa, AB.CD=…

A: Given,

Q: Determine the  magnitude of  force (kN) in member BC if F=75426 N , a=2.91m , b=1.33m and c=5.82m.…

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Q: The given frame has a constant El. Find the vertical displacement at C when loads are applied.…

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Q: QUESTION 4 Using the method of sections, determine the functions of the shear force (T) and bending…

A: Solution Draw the Free body diagram

Q: Determine the moment at midspan (in kip-ft to one decimal) for the following beam. Use P1 = 10.2…

A: Free body diagram -  Force in the vertical direction -  ∑FY = 0RA + RE = 10.2 + 3.9 + 3.9⇒RA + RE =…

Q: A OV

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Q: 11.2 (A) (a) Derive the formula for strain energy resulting from bending of a beam (neglecting…

A: a) Consider the following free body diagram:

Q: Find the horizontal and vertical components in A by the method of least work. Draw the shear force…

A: Given  modulus of the elasticity  E=2100 t/cm2 Moment at B due to external loading…

Q: Am LUAD B H 1 4 @ 3m = 12m D F E A = 1000mm² E = 200 GPa

A: Lets find the support reaction by applying the equilibrium of equations∑Fy=0VA+VE=1…

Q: 2. Draw the axial force diagram of the bar. 20 35 45 30 (kN)

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Q: Problem no. 2 Determine the displacement at C. USE: E = 29X103 ksi, I = 1200in4.

A: Given: E= 29 *10 3 ksi, I = 1200 in4 To Find: Displacement at C using moment area method

Q: 50KN 45KN 12 kN.m. 4m 4m 4m ADTE: RIMENSIONS

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Q: Determine the moment at midspan (in kip-ft to one decimal) for the following beam. Use P1= 8.9 kip,…

A: P1 = 8.9 kip P2 = 3.9 kip L =31 ft L4 = 7.75 ft.

Q: The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces…

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Q: 9. A Area abcd represents a distributed load with ad = 10N/m and be = 5N/m (I have not drawn all the…

A: Given:- The magnitude of the portion ad = 10 N/m The magnitude of the portion bc = 5 N/m The length…

Q: 6" A 1" 1" 13.5-y

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Q: Q9: For the quarter circular gate AB in Figure below find the horizontal force Fx, vertical force…

A: Given data  Quarter circle  Depth of emersion Radius To find out Horizontal force Vertical force

Q: Determine the vertical displacement of joint A (a) if  members AB and BC experience a temperature…

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Q: by two rods which are made of different f elasticity of 29 000 ksi and Rod B is mac 500 ksi. If the…

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Q: Assume that w - 33 N/m, L- 5 m, and El is constant for the beam. Find the slope at the midpointx-…

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Q: Determine the slope at point C of the given beam. Use E = 29(103) ksi, I = 600 in4.

A: Given data  E = 29 × 103 ksi  I = 600 in4

Q: 6. Determine Pand 0 so that the three forces shown are equivalent to the single force Rx = 87.32 kN.…

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Q: H.W.3: Check the design adequacy of the section in Figure to resist a 40.68 kN.m , using fy = 276…

A: The width of the beam is b=305 mm. The effective depth of the beam is d=419 mm. The yield strength…

Q: Q) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal…

A: Draw the free-body diagram of the beam.

Q: oads are: 0₁ 40° and 0₂ = 30° and the dimensions are a = 5 m, b = s to derive expressions for the…

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Q: 9-35. Determine the slope and displacement at point B. Assume the support at A is a pin and C is a…

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Q: P= 356 kN P= 178 KN A D G 6 m B E H 7 m C 6 m

A: Solve the frame using portal frame method: Shear force in column: Top Storey: ∑fx=0 P+2P+P=356…

Q: The length of the 3/32 in.diameter steel wire CD has been adjusted so that with no load applied, a…

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Q: A. Calculate for the axial force in kN at member GK using cantilever method. Enter absolute value…

A: Solve using cantilever method: Assumption: The Point of contraflexure in all member lie at its…

Q: The 100lb force Q is applied perpendicular to the section DE of the be the moment of Q about point D…

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Q: the horizontal bar shown (length = 15.0 feet) rests on smooth indines. compute the distance X at…

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Q: Using method of section, Determine the forces in members BC,BF and GF. 3 kips 6 kips D 6 kips 30 BY…

A: Consider the figure,

Q: 4/39 Determine the force in member BF. Ans. BF = 2.66 kips C %3D D В A 30° 15° G F E 9 kips 3 kips…

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: PROBLEM 2: Use the area method. The beam shown is supported by a pin at A and a roller at D. The end…

A: ∑MA=012×8×4×13×4 + 10 cos36.87°×1 + 10 sin36.87°×3 + 12×6×3×4+23×3 - 33 - VD×7 - 5×4×2 -…

Q: .Using the method of sections, determine the force in member 7 Given: a = 0.6 m, b = 2.4 m,d= 1.2m…

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Q: Using the method of sections, solve the axial force in members AB, AC, AND CE as shown below. 80 kN…

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Q: If the resultant of the loads shown passes through point B, determine the equivalent force-couple…

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Q: 1 of 1 60 60 АВ ВС F CD DI HI GH 53.130° \53.130° 53.130° 53.130° FG EF B D EA ЕВ 6O FB BG Use truss…

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Q: ID No:.. Name: Use the method of virtual work and determine the maximum allowed load P so the…

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Q: Use Mohr's circle to determine the principal stresses and the normal and shear force along plane AB.

A: Given data:- We consider, Tensile and Clockwise shear are positive. Compressive and counter wise…

Q: |12 kips 48 kip ft B C. 4 ft – 4 -

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Q: Q) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal…

A: Consider the free-body diagram of the given beam.

Q: USE FORCE METHOD. Treating force member AC as redundant, what are the force members AB & AD,…

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