-Draw the shear diagram of shown beam. 5 k/ft A B 5 ft 10 ft 10 kip 10 ft
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![-Draw the shear diagram of shown beam.
5 k/ft
A
B
5 ft
10 ft
10 kip
10 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3dbb2c32-1f73-4e4a-baf8-85beddc860f8%2Ff64958ef-d51c-4655-9412-c21dd245a338%2Fszniwf4_processed.jpeg&w=3840&q=75)
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- A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 2 k/ft AF C В -15 ft- -6 ft EI = constant E = 29,000 ksi I = 3,500 in.47. A steel bar of 25 mm diameter is acted upon by forces as shown in Fig-2. What is the elongation of the bar? Take E - 190 GPa. 60 kN4 A A ا 20KN B C 30 kN B C -2m-1m 3m 2* Figure-2 D D 50 KNDraw shear force and bending moment diagram for the beam shown below. 1200 N 1000 N 800 N 200 mm 50 - 150 mm 100 mm D ] A B 250 mm RD RB
- 5 @ 3m=15m- C H J K L -4 @4m=16m- A B D E 60 kips WHAT IS VERTICAL COMPONENT OF REACTION FORCE AT SUPPORT L ON THE FAR LEFT?Q2 All members of the truss in Figure Q2 are to be fabricated from the same stock of thin-walled, round, steel tubing. Two external loads are exerted at the edge of lower part of member BF and CE with magnitudes of 10kN and 15KN, respectively. The loads are placed in a vertical position abiding gravitational direction. Analyse the truss structures based on the instruction listed. (i) Among all rods of the truss shown in the figure, there is a member that supports no loading known as a zero-force member. Figure out the member(s) with solid justification. (ii) The truss is supported with two surface forces as shown. Determine the magnitude and direction for each support reaction. (iii) Determine the axial stress in all rods of the truss by mentioning either the rod is experiencing compression or tension.PRINTER VERSION 1 BACK Question 8 Draw the shear and moment diagrams for the beam loaded at its center by the couple C. Then answer the questions. The distance x is measured from point A to the right. C. 0.5 L- 0.5 L- Questions: At x = 0.37L, V = C/L, M = Jc. %3D At x = 0.81L, V = C/L, M = IC. www At x = 0.50L, V = C/L SAVE FOR LATER SUBMIT ANSWER Question Attempts: 0 of 2 used 11:31 PM 2/18/2021 W Paso F11 01
- Draw The shear force and Bending moment diagrams for The Beam shown. 5にM 2 KM 2KN/m ab tinge dob Hinge 3.5m 1.5 A 5 m 4 um ン A5 SelutieyQ4. An L-shaped beam is being supported by a ball and socket support at O and two cables, AB and CD. A 100 N force is applied downward in the middle of AC. Draw the FBD for solving this rigid body equilibrium question. No need to solve the whole question or write the problem-solving steps. Just draw the FBD. X 3 3 m 4 m Ⓒ2023 Zoe Map A Z D 2 m 3 m 2m F=100 N C y2-Analyze the beam shown below due to the applied loads, a settlement of B of 1.2" and an initial rotation at D of .8 degrees CW. E = 30000 ksi, I = 150 in A A+ 2 k/ft EI 12' B 60 k. ft EI C 8' H D
- SOLVE PLEASE Ar A HINT: Figure 5 R₁ V₁ 1 Max - Calculate the balance of the beam by superposition method Make the shear and moment diagram (Analytical method) - Calculate by double integration -.57741->> Shear 22/3 W Moment TUTO B R₁₂ V₂ Simple Beam - Load Increasing Uniformly to One End 4/3 R₁ = V₁ R₂ = V₂ DAB YAB M, V₂ M. (x = = 57740). +3 at 3 Amax at x = ₁ 6/1-18 = 15 W = 1.6 = .5193€ L = 3.2 W 3 2W 3 W 3 2We 9√3 Wx 36² Wx² e² = .1283We -(²-x²) We' ΕΙ = .01304- Wx 180EIC² -(3x4 10l²x² +7(4)A * :The shear diagram for this beam is 2kN/m 0000000 9m 12m 5kN BFor the overhanging beam shown, calculate the slope of the elastic curve midway between the supports. 800N E = 200GPA I=7.5 x 10-6m 600N/m 300N/m 2m- 4m- 2m O 0.000136rad O 0.000145rad D 0.000154rad D0.000125rad
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