Is the following beam statically determinite? Is the beam stable? Note: There is a hinge at x=10m
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Is the following beam statically determinite? Is the beam
stable? Note: There is a hinge at...
A beam is attached to a vertical wall with a hinge. The mass of the beam...
A beam is attached to a vertical wall with a hinge. The mass of the beam is 1800 kg and it is 4 m long. A steel support wire is tied from the end of the beam to the wall, making an angle of 30 with the beam (see the figure below), 30° m 1) Calculate the tension in the support wire. Assume the beam has a uniform density. KN Submit You currently have 0 submissions for this question. Only...
A beam is attached to a vertical wall with a hinge. The mass of the beam...
A beam is attached to a vertical wall with a hinge. The mass of the beam is 1800 kg and it is 4 m long. A steel support wire is tied from the end of the beam to the wall, making an angle of 30° with the beam (see the figure below). 1)Calculate the tension in the support wire. Assume the beam has a uniform density. kN 2)What is the vertical component of the force exerted by the hinge on...
A beam is attached to a vertical wall with a hinge. The mass of the beam...
A beam is attached to a vertical wall with a hinge. The mass of the beam is 1100 kg and it is 4 m long. A steel support wire is tied from the end of the beam to the wall, making an angle of 30° with the beam (see the figure below). 307 m 1) Calculate the tension in the support wire. Assume the beam has a uniform density. KN Submit You currently have o submissions for this question. Only...
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or...
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or unstable. If statically indeterminate, report the number of degrees of indeterminacy. Joint Joint Joint 19 3- Determine the reactions on the beam shown. Assume A is a pin and the support at B is a roller (smooth surface). 10KN m BALI 3m 4m am And А X
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 (I) 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 10 kN/m B (21) 1.5 m 1...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 10 kN/m 1 A B X (1)...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 10 kN/m I. B (21) X 1.5...
Assume AE= 7m Figure 1 shows a beam with a hinge at E, fixed supported at...
Assume AE= 7m
Figure 1 shows a beam with a hinge at E, fixed supported at A and roller supported at B. Using Influence Lines basic method, a. draw influence lines diagram for: i. Reaction force R ii. Reaction force R (CO2-P02) (C2) [10 marks] b. calculate the maximum shear and moment at D if the beam is loaded with a 4kN/m uniformly distributed load and a 12 kN point load as shown in Figure 21. (CO2-PO2) (C3) [15 marks]...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 10 kN/m B L (21) 1.5 X...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 (I) 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 10 kN/m A B X (I) (I)...
A beam is attached to a vertical wall with a hinge. The mass of the beam is 1800 kg and it is 4 m long. A steel support wire is tied from the end of the beam to the wall, making an angle of 30 with the beam (see the figure below), 30° m 1) Calculate the tension in the support wire. Assume the beam has a uniform density. KN Submit You currently have 0 submissions for this question. Only...
A beam is attached to a vertical wall with a hinge. The mass of the beam is 1100 kg and it is 4 m long. A steel support wire is tied from the end of the beam to the wall, making an angle of 30° with the beam (see the figure below). 307 m 1) Calculate the tension in the support wire. Assume the beam has a uniform density. KN Submit You currently have o submissions for this question. Only...
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or unstable. If statically indeterminate, report the number of degrees of indeterminacy. Joint Joint Joint 19 3- Determine the reactions on the beam shown. Assume A is a pin and the support at B is a roller (smooth surface). 10KN m BALI 3m 4m am And А X
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 (I) 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 10 kN/m B (21) 1.5 m 1...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 10 kN/m 1 A B X (1)...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 10 kN/m I. B (21) X 1.5...
Assume AE= 7m
Figure 1 shows a beam with a hinge at E, fixed supported at A and roller supported at B. Using Influence Lines basic method, a. draw influence lines diagram for: i. Reaction force R ii. Reaction force R (CO2-P02) (C2) [10 marks] b. calculate the maximum shear and moment at D if the beam is loaded with a 4kN/m uniformly distributed load and a 12 kN point load as shown in Figure 21. (CO2-PO2) (C3) [15 marks]...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 10 kN/m B L (21) 1.5 X...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) 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 (I) 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 10 kN/m A B X (I) (I)...
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