30 kN/m I -200 kN 1.6 m Hinge 10.4 m -12 m +6m+6m-

Q: Calculate the force in member AD

A: We have to find the force in member AD

Q: 3D Equilibrium Solve for the tensions in the ropes if: Box Weight = 99 lb, z = 4 ft, y = 2 ft.…

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Q: for the beam under the shown loading; a) Determine the reactions at the supports b)Determine the…

A: Support reaction is supported prevents translation of a body in a given direction, a force is…

Q: y Pg = 30 kN - 3 m- 4 m - 3 m – E В D Cp= 40 kN • m %3D

A: Draw SFD and BMD

Q: а. What is the internal shear force at point x = 4.1 ft if w, = 3.5 lbs/ft and L = 9.1 ft?

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Q: Determine the moment of the 6 kip force about point A. Determine the moment of the 4 kip force about…

A: To determine: Moment of 6 kip force about A Moment of 4 kip force about A Moment of both forces…

Q: 10kn 8kn 4KN/m B 1 1 C A 6m 2m 2m 4m 2m

A: To find the reactions at each support using the moment distribution method.

Q: Exercise 1 The frame ABCD is fixed to the base at A and subjected to loadings as shown in Figure…

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Q: External support reactions: RA= RC= RF = The shear and moment at point B are The moment at point C…

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Q: determine the maximum bending moment (kN-m)

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Q: Determine the support reactions at A and B for the beams loaded as shown. 3 m 4 m 5 m 3 m 2 m 20…

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Q: For the Plane frame shown in figure , determine the axial force in cord ( DE ) and the horizontal…

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Q: determine the maximum shear and maximum moment. draw shear and bending moment diagram

A: Given,  The total length of the beam = 10m The beam is loaded with Different types of loadings as…

Q: FIGURE 02 6 KN 5-25. 2.50 KN B. 2m 2M FIGURE O3

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Q: Q1/ For the beam shown below: 1- Draw the shear and moment diagrams. 2- Determine the absolute…

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Q: 20 KN 20 KN A 20 KN/m C 20 KN/m 20 KN E 20 KN/m F G 20 KN/m 30 KN/m K 20 KN/m J 20 KN/m 30 KN/m 1.50…

A: For Beam AB ∑FY= 0 RA+RB= 20+20×(1.5+1+1+1+0.5) =120kN Taking Moment at A ∑MA=0 5RB=…

Q: From the given beam, compute the following: a. reactions at A & B. b. shear and moment at D. c. draw…

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Q: A hollow circular plate of 2m external diameter and 1m internal diameter is immersed vertically in…

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Q: 50 k 2 k/ft 10 ft | 3 k/ft - 24 ft - -12 ft - -12 ft-

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Q: w1 kN/m w2 kN/m D B. am bm cm

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Q: Determine the value of bending moment in column 3 (in kip-ft, absolute value) if the bay width is 20…

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Q: Draw the shear and bending moment of the load. Start first with determining the value of reaction…

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Q: For the simply-supported beam and loading shown, determine the reactions at the supports.

A: take moment about the 'A'∑ MA=0

Q: PL Find the Forces members BD, CD eud CE in

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Q: PDL = 5 KN 500 mm Wp =6 KN/m WL =3 KN/m PLL = 3 KN 800 mm RI R: 2 m 1m 1 m

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Q: Answer fast

A: Step 1:Step 2:Step 3:Step 4:

Q: Q1/ For the beam shown below: 1- Draw the shear and moment diagrams. 2- Determine the absolute…

A: Given: A symmetrically loaded simply supported beam having rectangular cross-section  Required :…

Q: Problem no. 1. Compute the reaction forces at pt. A and B D C A 9m B 3m 1.5 m 3 m 30° 20 KN

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Q: Q1/ For the beam shown below: 1- Draw the shear and moment diagrams. 2- Determine the absolute…

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Q: 3) 1.2 k/ft 17 k 450 А 6 ft В 8 ft 18 ft

A: Reactions

Q: 4. a) Replace the distributed loading with multiple forces. b) Draw the free body diagram for the…

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Q: Q3: Determine maximum bending stress in the strut and the orientation of the neutral axis. If the…

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Q: 3. Calculate reactions for the beam with internal hinges. 10 kN @ SCHEMATIC 4kN/m 6m Assume A a…

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Q: 25 kN/m A B -8 m- -8 m- E = 70 GPa I= 1,300 (106) mm² (Assume 50mm settlement @ Support B) C

A: Given data  E = 70 GPA = 70 × 103 N/mm2 I = 13 × 108 mm4  ∆B = 50 mm = 0.05 m

Q: a. Determine the Maximum Shear b. Determine the Maximum Moment 10 k/ft 10k 5 k/ft 5 k/ft 5 ft 10 ft…

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Q: Determine (approximately) the internal moments at A and B caused by the vertical loading. 3 kN/m G F…

A: Introduction- In structural mechanics, a bending moment is the reaction that occurs in a structural…