X 150mm ук k 200 mm 10mm T 75mm Z 95mm 10mm 145mm 10mm Kuwool/ 300mm ↓ Tomm 250mm 10mm T 12 mm ↑ +X

Q: CB 3: Determine the Deflection and Rotation at C by Using Conjugate Beam Method. 18 kN 2 E I 2 E I A…

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Q: Find the value of midspan deflection for the beams shown? 900N/m 400N 600N.m Im Im 3m 2m 2m

A: As there are two different questions posted, according to the guidelines, only the first is being…

Q: j: Using the conjugate beam method to determine rotation at 8 & deflection at C 40 kN/m 20 KN 150 KN…

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Q: Q3/ For the beam show in fig. Determine the vertical deflection at point D, using virtual work…

A: Consider the free body diagram as; Calculate the reactions as; RA=RE=1502RA=RE=75 kN Moment…

Q: 3 5 cm 1 cm Determine the moment of inertia about the x-axis. 1 cm 1 cm >x

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Q: Determine the moments of inertia of the Z-section about its centroidal xo- and yo-axes. 17 mm…

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Q: Зт 4.5m 1.) Determine the location of the general centroid from the x and y-axes 2.) Determine the…

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Q: 12.18 0A and Aa. Reactions given. I=2690 in.*. 30 k 60 k A 10 ft 10 ft 15 ft 15 ft 20 ft 30 ft 2.62…

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Q: The 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30°…

A: Given data: Force applied is equal to 100 Newton Firstly blocks moves 80 m and then force is removed…

Q: Determine the deflection at point C. A. 69 mm B. 79 mm C. 99 mm D. 89 mm

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Q: Using the double

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Q: Using the Area moment method, find the ff. When E = 100 GPa and I = 100x10^6 mm^4a.) Location and…

A: Given values; E = 100 GPa I = 100 * 106 mm4

Q: Determine the moments of inertia of the rectangular area about the x- and y-axes and find the polar…

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Q: Using  Double Integration method

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Q: 7.35 Use the virtual work method to determine the horizontal deflection at joint E of the frame

A: Given A frame with loading  Required  Horizontal deflection at E

Q: Determine the moments of inertia Iu, Iυ and the product of inertia Iuυ for the rectangular area. The…

A: Consider the figure.

Q: Compute the midsPan Value of deflection for 900N 600N 3m the beam shown? 3 Ans/ S = 3100 N.m² 3100…

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Q: wo (a) Obtain the total elongation of a steel bar of cross-sectional Area 1250mm² acted 2. by forces…

A: Given data  Compressive loads  Tensile loads Length Area Modulus of Elasticity    Sign Convention…

Q: Blocks A has a mass of 35 kg and B has a mass of 20 kg. All contact surfaces have the same…

A: Given, Mass of Block A = 35 Kg ∴Weight of Block A =35×9.81=343.35 N Mass of Block B = 20 Kg ∴Weight…

Q: A/23 The plane figure is symmetrical with respect to the 45° line and has an area of 1600 mm². Its…

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Q: By integration, determine the moments of inertia about the x- and y-axes for the region shown.…

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Q: Analyze the structures shown by slope deflection method. Draw the shear and moment diagrams

A: ###SFD and BMD of a frame  using Slope Deflection Method ###

Q: 300

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Q: For the shaded area shown, use a = 18 cm, b = 5 cm, c = 3 cm and d = 17 cm. Determine %3D a. The…

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Q: Determine the moment of inertia of the shaded area about the x-axis. 12" OK- -x 7" Answer: Ix = i…

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Q: 32 kps 05 For the beam shown, estimate the displacement at point B in terms of El.

A: Given: Force = p= 32 kips  To find: Displacement Note: Displacement = Slope and deflection.

Q: If the magnitude of the resultant force acting on the eyebolt is (600 N) and its direction measured…

A: Draw the figure.

Q: t) Determine the moment of inertia about the centroidal y'-axis. y 40 mm 120 mm 40 mm 40 mm 40 mm 40…

A: First we have to determine the centroid about X axis. And the find moment of inertia about the y…

Q: Use the moment-area theorems to determine the rotations and the deflections of the beam. Prendre E =…

A: L1 = 5m L2 = 3m I1 = I  I2 = 3I

Q: eam and loading shown, use discontinuity functions to compute ope of the beam at C (positive if…

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Q: 1p kN/m 20 kN 3m- 8 kN- D 6 m 4.

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Q: A rigid beam BC is suspended by links AB and CD. Determine the deflection at point E if the areas…

A: Given: The modulus of elasticity is 200 GPa. The area is 150 mm2.

Q: 9-5 Determine the deflections of point C and E. Knowing E=2.0X10³ MPa, I,= 1₂=12430 cm². Thin 2m 130…

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Q: Using the Area moment method, find the ff. When E = 70 GPa and I = 100x10^6 mm^4 a.) Deflection at…

A: Given Data.E = 70 GPa and I = 100 x 106 mm4

Pressure and Stress