1. Compute the support reactions of the beam shown. Support at A is a roller and at B is a hinge. 9N 11N 100N/m 30N/m 2m 52N/m Im 2m Зт 5m 4m 7m 2. Determine the reactions of the member shown. 5kips

Q: Determine the horizontal and vertical components of reaction at the pin A and the reaction of the…

A: Consider the following free body diagram of the given beam:

Q: P kN w kN/m T30° C 6 m 3 m For the beam shown; knowing that P= 60 kN, w= 8 kN/ :determine (Support…

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Q: Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B ? If wo=45 kN/m and…

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Q: (d) MN kN/m 5@2m = 10 m

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Q: 1. Calculate the support reactions at A and C if EI is constant throughout the length. determine the…

A: Given data in question  UDL Point load  Span member length  To find out  Reactions FBD

Q: 80 kN A 1om 10m

A: Degree of Redundancy of the structure, DOR = 5-3=2 Therefore, no of redundants = 2 Taking reaction…

Q: Calculate the support reactions at A and C if El is constant throughout the length. Use excel…

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Q: The three Portal Structure Itself is focused on joints A and D and connected with hinges S as seen…

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Q: (5) 5 m SN kN-m 3 m

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Q: 12. Find the reactions and the internal force at a point 1 m left of support D. 5 kN/m B 2 m 1 m

A: Find the reactions and the internal force at a point 1 m left of support D.

Q: Determine the reactions at A, B and C. Support B s mm. Take E 200 GPa and I = 300 (106) mm4. 10 kN/m

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Q: The 48-lb load can he moved along the line of action shown and applied at A, D. or E. Determine the…

A: (a) Consider the free body diagram of the frame. Consider the equilibrium moment about point B.…

Q: Determine the reactions at the fixed support at A and the roller at B. Support B settles 5 mm. Take…

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Q: Calculate the support reactions at A and C Calculate the internal force at D 8m 50 kN 10m

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Q: 3. Determine the reactions at supports B and D. 300N/m 600N A 1.6m 2.7m 1.0m

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Q: P, = 4.5kN W, = 2.4kN/m W2 = 1.6kN/m P2 = 3.6kN 2.1m 0.9m 1m 1.5m 1.5m 7m

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Q: Determine the reactions at the supports A and B for equilibrium of the beam. A = UNITS: %3D UNITS:…

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Q: 5) Obtain the support reactions for the system given below. A and B are pin supports C is a hinge.…

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Q: Problem No. 2. Determine (approximately) the reactions at the base of the columns of the frame shown…

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Q: 1. DETERMINE THE REACTIONS OF A AND B. 2. DRAW THE DRAGRAM FOR BEAMS EF AND CD 800 lb/pie 800 lb/pie…

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Q: Determine the reactions on the beam and draw the shear and moment diagram. Neglect the thickness of…

A: Determine the reactions on the beam and draw the shear and moment diagram.

Q: Determine the reactions and draw the shear and bending moment diagrams for the beam shown. Use Three…

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Q: 15 kips 2 kips/ft D 4 ft- 4 ft 4 ft-

A: Finding out magnitude of the reaction at B.

Q: .5.67 For the beam shown, determine: Vertex Parabola a) The magnitude & location of the resultant of…

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Q: Beam ABCD carries a varying load on segment AB as shown below and a counter clockwise couple at…

A: Find reaction at A

Q: 15 kN/m Q2/ Determine the reactions at roller (A) and pin (C) for equilibrium of the member (ABC),…

A: ∑MC=0 VA×1.8 - 12×15×1.2×0.6+13×1.2 - 6×0.4 = 0 VA = 6.33 kN ↑

Q: 4. Determine the support reactions of the beam shown: 4 kN/m 2 kN/m 2 m 3m

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Q: Draw the F.B.D. for the beam shown in ? fig and then find the reactions at A 2 kN 4 kN/m -3 m 1.5 m…

A: FBD- Three reactions will act at point A-Horizontal reaction- HAVertical reaction-…

Q: 2. Determine the reaction at the supports using E-70 GPa and 1=1,300,000,000 mm 4. determine the…

A: Solution: Fixed end moment: Span AB: MFAB=-wl8=150×48=-75 kNMFBA=wl8=150×48=75 kN Span BC:…

Q: 450 N B 30 30 30 6.196 m 5.196 m AEn N Treating horizontal reaction at A as redundant, what is the…

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Q: 30KN/m sokwlm Zim 3m im 4m

A: Given data in question  Simply supported beam  UVL UDL Span member length  To find out  Reactions…

Q: Using any method, determine the reactions of the propped beam shown below: 20 kN/m 100 kN 15 kN.m 5…

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Q: Find the reactions at supports A and C. 240 240 600 N 40 18 kg 600 N Dimensions in mm 120

A: Find the reactions at supports A and C.

Q: Determine the reactions for the continuous beam shown by the three-moment equation. Draw the shear…

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Q: Q/ Find all reactions for the given beam C 8 kN/m 4 A в 3 m- -2 m 3.

A: To find reactions at support

Q: 1. Compute the total reactions at A and B for the truss shown. D E G 300 N 20 m R Bh 1200 N RB sodN…

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Q: From the loaded frame of a vertical member is 6m and horizontal member is 5m and 10kN located at…

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Q: Solve for the support reactions and draw and label the SFD and BMD

A: The given beam is shown below:

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: Determine the reactions on the beam. Solve for the displacements and draw the shear and moment…

A: Taking reaction at B as redundant

Q: Determine the reactions at the beam shown:  Where  P = 15 kN  No=  22 kN.m  L1= 3.75 m L2 =4 m

A: Cantilever beams offer two reactions for vertical loads. Vertical Reaction at Fixed End. Moment…

Q: 16 kN 4 кN/m 1; 2 B °C 3.

A: Given data  Point load UDL Span length

Q: اكتب اسمك والتوقيع على الورقة وتهمل اي اجابة بدون الاس و الرسومات الضرورية Draw the F.B.D. for the…

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Q: Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B ? If wo= 35 kN/m…

A: given wo = 35 kN/m L= 9 m we have to find RA  and RB

Q: Determine the reactions on the beam. Solve for the displacements and draw the shear and moment…

A: Given,

Q: Problem IV. Determine the support reactions of the beam shown. El is constant for the entire beam.…

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Q: Q5: Determine the reactions at the supports A and B for the Figure shown below, due to the applied…

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Q: For the beam shown; knowing that P= 60 kN, w= 8 kN/m :determine Support reaction at the Rocker at B.…

A: Draw the free body diagram.