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Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi...
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...
Please show work Answer shown below Problem 7: Consider the statically indeterminate beam shown below with...
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Answer shown below
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E-29,000 ksi and I-600 in. Use the stiffness method to find the rotation at node1 Draw the shear and moment diagrams for the beam. 12 k a) c) 18 ft Problem 7: a) 82.01 x 10-3rad b) P7.6k, M2-33.7k ft, P2 4.4k c) 7.0 4.4 45.6 33.7
Please show work Answer shown below Problem 8: Consider the statically indeterminate beam shown below with...
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Answer shown below
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 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...
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
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...
Draw the Shear Force (V) and Bending Moment (MI) diagrams of statically indeterminate beam shown in...
Draw the Shear Force (V) and Bending Moment (MI) diagrams of statically indeterminate beam shown in figure using “Force Method”. The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region “DE”. ("B" is the roller and “E" is the fixed type of support). [The flexural rigidity: EI=40000 kNm] 60 KN y 10 kN/m A - Tu (21) 1.5m 11...
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
Find the reactions of the two statically indeterminate beams shown below using the Force method. Draw...
Find the reactions of the two statically indeterminate beams shown below using the Force method. Draw the shear and moment diagrams. Also, draw the deflected shape and indicate points of inflection and regions of positive and negative curvatures. El-Constant klft 2 lO lo P1
Find the reactions of two statically indeterminate beams shown below using the force method. draw the...
Find the reactions of two statically indeterminate beams shown
below using the force method. draw the shear and moment diagrams.
Also draw the deflected shape and indicate points of inflection and
regions of positive and negative curves.
2 KNİm 挤C 5 m bm そ
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...
Please show work
Answer shown below
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E-29,000 ksi and I-600 in. Use the stiffness method to find the rotation at node1 Draw the shear and moment diagrams for the beam. 12 k a) c) 18 ft Problem 7: a) 82.01 x 10-3rad b) P7.6k, M2-33.7k ft, P2 4.4k c) 7.0 4.4 45.6 33.7
Please show work
Answer shown below
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 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...
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
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...
Draw the Shear Force (V) and Bending Moment (MI) diagrams of statically indeterminate beam shown in figure using “Force Method”. The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region “DE”. ("B" is the roller and “E" is the fixed type of support). [The flexural rigidity: EI=40000 kNm] 60 KN y 10 kN/m A - Tu (21) 1.5m 11...
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
Find the reactions of the two statically indeterminate beams shown below using the Force method. Draw the shear and moment diagrams. Also, draw the deflected shape and indicate points of inflection and regions of positive and negative curvatures. El-Constant klft 2 lO lo P1
Find the reactions of two statically indeterminate beams shown
below using the force method. draw the shear and moment diagrams.
Also draw the deflected shape and indicate points of inflection and
regions of positive and negative curves.
2 KNİm 挤C 5 m bm そ
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