6 kN 8 kN/m 1.5 m 1.5 m- Prob. F7–14
Q: #4 Draw the shear and moment diagrams for the beam. A W kN/m 8 m B. 3 m P KN 150 kN.m W= 29 kN/m P=…
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Q: Directions: Draw the shear and moment diagram of the whole beam. 15 kN 10 kN B 6 m 4 kN/m 45°
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Q: 1. Draw the shear and moment diagram of the given beam. 30 kN 15 kN/m 8m 2m 2m OB OC 2.5 kN 2.5m…
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Q: Draw the shear and moment diagrams for the beam.
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Q: II. DRAW THE SHEAR AND MOMENT DIAGRAM OF THE BEAM BELOW. 25 KN A 2 m B 30 KN/m 5m C
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A: Note: As per bartleby guidelines, if questions are not interlinked multipart type questions can be…
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Q: Draw the shear and moment diagrams for the beam. 6 kN/m 6 kN /m 3 m 3 m Prob. F7–17
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Q: Problem: Draw the shear and moment diagram of the given beam. 100 kN B 75 kN - m 3 m- -3 m- -3 m- m-
A: Using section method to determine the shear force and moment at any section of beam.
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Q: Draw the shear and moment diagram of the given beam. 10 kN 3 kN/m B A -3 m- -2 m- 3 m
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Q: Draw the shear and moment diagrams for the beam.
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Q: 50 kN/m ↓ ↓ ↓ ↓ ↓ ↓ ↓ THAT B 3m 8m 3m Draw the shear and bending moment Diagram. With complete…
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Q: Draw the shear and moment diagram of this beam. 30 kN 4 kN/m 80 kN m B 8 m- 4 m
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Q: Draw the shear and moment diagrams for the simply supported beam. 20 kN 30 kN 10 kN-m 10 kN-m A B 3…
A: Data Given: Asked: Shear and Moment Diagrams
Draw the shear and moment diagrams for the beam.
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- For the ff. beams:a. Determine the location of the neutral axis from the bottom of the beam.b. Calculate IY.c. Calculate IX using the three approach. (The three approach) • combine the area using bh3/12 • minus the area using bh3/12 • using bh3/3please solve: C1F1 = 13 setDetermine the slope of the x²+y²-6x-4y-21=0 at (0,7)
- The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 04 between both collars and the rod determine the maximum supporting force available from friction when F = 0 and when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 618.75P1 = 800 N and P2 = 450 N. Determine the sag yB of B and yD of D.The shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kN
- Find the distance between the points p1and P2. P1 =(-3, 2); P2 =(6, 0)Q5. Crank OA Rotates With Uniform Angular Velocity 0, = 4 Rad/s Along Counterclockwise. Take OA= = 0.5 M, AB=2r, And BC = V2r. For The Instant, P=45, OA Is Horizontal And AB Is Vertical. Determine The Angular VelocityUse the direction A to B (AB) as N37-12'56''E!!!!!
- sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB= -12.5+4EI5θB MBA= 12.5+4EI52θB In section BC MBC= 0+2EI52θB+θC MCB= 2EI5θB+2θC In section CD MCD= -16.67+4EI52θC MDC= 16.67+4EI5θC arrow_forward Step 4 Equilibrium equations Equilibrium equations MBA+MBC= 0 -(i)MCB+MCD= 0 -(ii) Now, From i12.5+8EIθB5+4EIθB5+2EIθC5= 0EIθB125+EIθC25 = -12.5 -(iii) From ii2EIθB5+4EIθC5+-16.67+8EIθC5=02EIθB5+EIθC125= 16.67 iv Solving equations (iii) and (iv), we get EIθB= -6.548EIθC = 8.037To prevent the ladder weighing 600N from sliding down, the man exerts a horizontal force at C. The coefficient of friction at A= 0.2 while surface B is frictionless Find the vertical reaction at Aa. 600N c. 500Nb. 700N d. 800NFind the horizon reaction at Aa. 150N c. 210Nb. 180N d. 120NFind the horizon force exerted by the man at Ca. 533.3N c. 333.3Nb. 667.7N d. 767.6NA rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130