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Problem 7: Consider the statically indeterminate beam shown below with...
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi...
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
Please show work Answer shown below Problem 8: Consider the statically indeterminate beam shown below with...
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Problem 8: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. c) 2.5 k/ft 30 ft 20 ft Problem : θ2=562.5k-ft2 rad a)...
Problem 9: Consider the statically indeterminate beam shown below with the given loading. E and I...
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Problem 9: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. c) Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. 2.0 k/ft Problem 9: 450 a) θ2_El b) M1 180k...
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and...
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and is fixed at B. The beam is subject a uniformly distributed load and concentrated moment as shown. E is 29000 ksi and 1 is 400 in Determine the equation of the moment as a function of x. b) a) Determine the equations of the beam slope and deflection as a functions ofx (do not substitute the values of E and I c) Find slope...
Please show work Answer shown below Problem 4: Use the force-displacement equations for beams to find...
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Problem 4: Use the force-displacement equations for beams to find the slopes at A and B for the simply supported beam with the given loading. E-29,000 ksi, 1-300 in 58 k-ft 20 ft Problem 4: θ,--320 × 10-3rad,9B-6.40 × 10-3rad
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determin...
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
The statically indeterminate beam shown has a fixed support at A and roller supports at B...
The statically indeterminate beam shown has a fixed support at A and roller supports at B and C. The reactions at those supports are given. a. Draw the shear and moment diagrams for the beam. b. Determine the distance from the point of maximum moment in section BC to the nearest points of inflection (locations where moment = 0, which is where the beam's curvature changes direction). 500 lb 800 lb/ft 10.4 kft D 20 ft 20 ft 15 ft...
Please show work Answer shown below Problem 5: Consider the continuous beam structure shown below. For...
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Problem 5: Consider the continuous beam structure shown below. For each node, state the force/moment and displacement/rotation boundary conditions required to properly set-up a solution by the stiffness method. Indicate unknown values with a "u 24 k 125 k-ft 200 k-ft Problem 5: M1 200k ft P1 24 k M2 0 k ft 1-u 0,- u Ma = 125k . ft 3-u
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions...
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope deflection method. Draw the shear and bending moment diagrams E 29,000 ksi I 1830 in FIGURE 1 3
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and m...
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope- deflection method. Draw the shear and bending moment diagrams. E 29,000 ksi I- 1830 in' FICURE E-29,000 ks1 1.5 나 3 24-o oo l lo.o
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
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Problem 8: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. c) 2.5 k/ft 30 ft 20 ft Problem : θ2=562.5k-ft2 rad a)...
Answers shown below please show the
process/explain
Problem 9: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. c) Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. 2.0 k/ft Problem 9: 450 a) θ2_El b) M1 180k...
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and is fixed at B. The beam is subject a uniformly distributed load and concentrated moment as shown. E is 29000 ksi and 1 is 400 in Determine the equation of the moment as a function of x. b) a) Determine the equations of the beam slope and deflection as a functions ofx (do not substitute the values of E and I c) Find slope...
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Problem 4: Use the force-displacement equations for beams to find the slopes at A and B for the simply supported beam with the given loading. E-29,000 ksi, 1-300 in 58 k-ft 20 ft Problem 4: θ,--320 × 10-3rad,9B-6.40 × 10-3rad
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
The statically indeterminate beam shown has a fixed support at A and roller supports at B and C. The reactions at those supports are given. a. Draw the shear and moment diagrams for the beam. b. Determine the distance from the point of maximum moment in section BC to the nearest points of inflection (locations where moment = 0, which is where the beam's curvature changes direction). 500 lb 800 lb/ft 10.4 kft D 20 ft 20 ft 15 ft...
Please show work
Answer shown below
Problem 5: Consider the continuous beam structure shown below. For each node, state the force/moment and displacement/rotation boundary conditions required to properly set-up a solution by the stiffness method. Indicate unknown values with a "u 24 k 125 k-ft 200 k-ft Problem 5: M1 200k ft P1 24 k M2 0 k ft 1-u 0,- u Ma = 125k . ft 3-u
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope deflection method. Draw the shear and bending moment diagrams E 29,000 ksi I 1830 in FIGURE 1 3
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope- deflection method. Draw the shear and bending moment diagrams. E 29,000 ksi I- 1830 in' FICURE E-29,000 ks1 1.5 나 3 24-o oo l lo.o
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