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QUESTION 3 (Sp): I The cable geometry and load conditions are shown at left, a.) If...
Question 1: The segmented Beam STU features a pinned support at Point S and an internal...
Question 1: The segmented Beam STU features a pinned support at Point S and an internal hinge at Point T; in addition, it is supported by two vertical inextensible cable hangers suspended from Cable ABCD. The inextensible cable ABCD has a total length of 11.5 m. Determine the length of the two cable hangers (BE and CF), assuming that the attachment point E and F remain exactly 5.0 m below Pts. A and D. Include the self-weight of Beam STU...
Problem 2 Consider a simply supported symmetric I beam ABCD carrying a uniformly distributed load w and a concentrated...
Problem 2 Consider a simply supported symmetric I beam ABCD carrying a uniformly distributed load w and a concentrated load F as shown in Figure 2. Young's modulus of the beam is 200 GPa. F 8 kN 8cm 3cm 3cm 7 m 5 m 3 m 2cm W= 6 kN/m 6cm A D B 2cm 7TITT TITIT Figure 2 1) Replace the support C with the reaction force Rc, and using static equilibrium find the reactions at point A and...
Problem 2 Consider a simply supported symmetric I beam ABCD carrying a uniformly distributed load w and a concentrated...
Problem 2 Consider a simply supported symmetric I beam ABCD carrying a uniformly distributed load w and a concentrated load F as shown in Figure 2. Young's modulus of the beam is 200 GPa F- 8 kNN 8cm 3cm 3cm w- 6 kN/m 6cm 2cm Figure 2 1) Replace the support C with the reaction force Rc, and using static equilibrium find the reactions at point A and B in terms of Ro 2) Using the boundary conditions, calculate the...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear-force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A C B -1.6 m -1.6 m -1.6 m I Figure 3
Question 3 Use discontinuity equations to develop the load function w(x) for the beam shown below....
Question 3 Use discontinuity equations to develop the load function w(x) for the beam shown below. Include the beam reaction in this expression. Integrate w(x) to determine V(x), and M(x), Use these functions to plot the shear-force and bending-moment diagrams using excel. Include table data obtained Determine the bending moment M in the beam at the point located 2.12 m to the left of point C 2.0 kN/m 5.0 kN/m 3 m 5 m 4.70 kN 14.30 kN
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 KN KNJ I А. C B 1.6 m -1.6 m -1.6 m Figure 3
Question 2: (15 Point) The boom ABC is held in place by two cables and a...
Question 2: (15 Point) The boom ABC is held in place by two cables and a ball-and-socket support at A. Force F = 0 i + F j + F k kN is applied at C. Ifthe tension in cable BE is 9-kN and tension in cable BD is 6.4-kN, determine the magnitude of the force Fand D the reactions at A. Weight of the boom is negligible. Do not use geometry .5 m- 1 m
I need help with this problem. A cantilever beam is subjected to a linearly distributed load,...
I need help with this problem.
A cantilever beam is subjected to a linearly distributed load, with W, = 10 kN/m and to an inclined point load F equal to 20 kN, as shown in the figure. The length of the beam is L=10 m. Make a cut at distance x from the free end of the cantilever, as shown in the figure, and use the method of sections to derive expressions for the internal resultant loadings at the cross-section...
Beam ABC as shown in figure 2 is supported as fixed at A, a cable tie...
Beam ABC as shown in figure 2 is supported as fixed at A, a cable tie at B and a spring at C carries a uniformly distributed load of 72 kN/m on member AB and a concentrated load of 54 kN on member BC. Using the flexibility method and neglect the axial effects in the bcam, (a) perform the global flexibility matrix of the beam structure, (b) calculate the rotation at B and displacement at C, (c) draw the deflection,...
3 out of 3 attempts The 5-mm-diameter cable B C is made of a material with...
3 out of 3 attempts The 5-mm-diameter cable B C is made of a material with E 200 GPa. Knowing that the maximum stress in the cable must not exceed 195 MPa and that the elongation of the cable must not exceed 5 mm, find the maximum load P that can be applied as shown 1.5 m 6.5 m 5.0 m kN
Question 1: The segmented Beam STU features a pinned support at Point S and an internal hinge at Point T; in addition, it is supported by two vertical inextensible cable hangers suspended from Cable ABCD. The inextensible cable ABCD has a total length of 11.5 m. Determine the length of the two cable hangers (BE and CF), assuming that the attachment point E and F remain exactly 5.0 m below Pts. A and D. Include the self-weight of Beam STU...
Problem 2 Consider a simply supported symmetric I beam ABCD carrying a uniformly distributed load w and a concentrated load F as shown in Figure 2. Young's modulus of the beam is 200 GPa. F 8 kN 8cm 3cm 3cm 7 m 5 m 3 m 2cm W= 6 kN/m 6cm A D B 2cm 7TITT TITIT Figure 2 1) Replace the support C with the reaction force Rc, and using static equilibrium find the reactions at point A and...
Problem 2 Consider a simply supported symmetric I beam ABCD carrying a uniformly distributed load w and a concentrated load F as shown in Figure 2. Young's modulus of the beam is 200 GPa F- 8 kNN 8cm 3cm 3cm w- 6 kN/m 6cm 2cm Figure 2 1) Replace the support C with the reaction force Rc, and using static equilibrium find the reactions at point A and B in terms of Ro 2) Using the boundary conditions, calculate the...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear-force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A C B -1.6 m -1.6 m -1.6 m I Figure 3
Question 3 Use discontinuity equations to develop the load function w(x) for the beam shown below. Include the beam reaction in this expression. Integrate w(x) to determine V(x), and M(x), Use these functions to plot the shear-force and bending-moment diagrams using excel. Include table data obtained Determine the bending moment M in the beam at the point located 2.12 m to the left of point C 2.0 kN/m 5.0 kN/m 3 m 5 m 4.70 kN 14.30 kN
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 KN KNJ I А. C B 1.6 m -1.6 m -1.6 m Figure 3
Question 2: (15 Point) The boom ABC is held in place by two cables and a ball-and-socket support at A. Force F = 0 i + F j + F k kN is applied at C. Ifthe tension in cable BE is 9-kN and tension in cable BD is 6.4-kN, determine the magnitude of the force Fand D the reactions at A. Weight of the boom is negligible. Do not use geometry .5 m- 1 m
I need help with this problem.
A cantilever beam is subjected to a linearly distributed load, with W, = 10 kN/m and to an inclined point load F equal to 20 kN, as shown in the figure. The length of the beam is L=10 m. Make a cut at distance x from the free end of the cantilever, as shown in the figure, and use the method of sections to derive expressions for the internal resultant loadings at the cross-section...
Beam ABC as shown in figure 2 is supported as fixed at A, a cable tie at B and a spring at C carries a uniformly distributed load of 72 kN/m on member AB and a concentrated load of 54 kN on member BC. Using the flexibility method and neglect the axial effects in the bcam, (a) perform the global flexibility matrix of the beam structure, (b) calculate the rotation at B and displacement at C, (c) draw the deflection,...
3 out of 3 attempts The 5-mm-diameter cable B C is made of a material with E 200 GPa. Knowing that the maximum stress in the cable must not exceed 195 MPa and that the elongation of the cable must not exceed 5 mm, find the maximum load P that can be applied as shown 1.5 m 6.5 m 5.0 m kN
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