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STATIC In the energy transmission line shown in the figure, 20 (kN / m) BC cable...
Problem 1 The rigid structure shown in the figure below is loaded with a concentric couple...
Problem 1 The rigid structure shown in the figure below is loaded with a concentric couple applied at H of 75 kNm and a concentric horizontal force of 40 kN. A distributed load spans from point D through E with minimum amplitude of 10 kN/m and a maximum of 30 kN/m, respectively. The structure is externally supported by a roller at A, the cable BC and a pin at G. Please do the following: 1. Draw a neat Free Body...
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,...
Determine the support reactions and draw internal force (V, M) diagrams for the continuous beam shown...
Determine the support reactions and draw internal force (V, M) diagrams for the continuous beam shown in the figure due to the uniformly distributed load and the support settlements of 15 mm at support B, 36 mm at support C and 18 mm at support at D. 32 kN/m о. В 15 mm Со. 36 mm 18 mm 5m - 5m 5m - E = 200 GPa 1 = 1705 x 10 mm
As shown in Figure 8, the structural member (beam) is 7m long, carries a 2 kN point load, a 1.2 kN/m uniformly distribu...
As shown in Figure 8, the structural member (beam) is 7m long, carries a 2 kN point load, a 1.2 kN/m uniformly distributed load and is supported at points A and B. The beam is constructed from two pieces of steel plate (2 at 80mm x 8mm) that are welded together with 3mm welds. Section properties for the beam are also listed. Given the support reactions as RAv 5.8 kN and RBv 2.2 kN, as well as the shear force...
Consider the structure and applied actions shown in the adjoining figure The frame is subjected to...
Consider the structure and applied actions shown in the adjoining figure The frame is subjected to a uniformly distributed load on CD, a change in temperature in AB and support settlement at D. Use the dimensions and load values in the table below. Analyse the structure for all actions acting applied simultaneously and determine the reactions, member forces and displacement required in the table below. Enter your answers in the space provided. Dimensions 4 m 0.275lm 0.00001 Applied actions: DY...
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the fi...
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...
Estimate the redundant force in the truss member BC as shown in the following FIGURE. The...
Estimate the redundant force in the truss member BC as shown in the following FIGURE. The truss is subjected to a vertical load P as 50 kN. Members AB, AC, CD, and BD are 5 m long. The cross-sectional area of all members is constant. The support at A is the pin support and the support at B is the roller support. P = 50 kN Ан, B Av Ву
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C are 3...
Structure Analysis
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C are 3 m and 2 m respectively. Determine the maximum tension in the cable and the reactions at support A and D 4 m 3 m 2 m 40 kN 20 m 10 m 10 m Figure 2
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C...
Moving to another question will save this response Question 10 Calculate the vertical force component of the 40 kN for the beam loaded as shown in the figure below 10kN 0 kN 20kN 30kN A 2m 4 m 4m...
Moving to another question will save this response Question 10 Calculate the vertical force component of the 40 kN for the beam loaded as shown in the figure below 10kN 0 kN 20kN 30kN A 2m 4 m 4m -39 4 KN
Moving to another question will save this response Question 10 Calculate the vertical force component of the 40 kN for the beam loaded as shown in the figure below 10kN 0 kN 20kN 30kN A 2m 4 m...
Use slope-deflection method to analyze the frame shown below. Segments AB and BD of the frame...
Use slope-deflection method to analyze the frame shown below. Segments AB and BD of the frame have moment of inertia I. Segment BC has moment of inertia 2/. Modulus of elasticity E is constant throughout the frame. The frame is supported by fixed-supports at A and D, and by a roller-support at C. Joint B is rigid. A downward point load of 20 kN is applied at mid-span of AB. Uniformly distributed load of intensity 2 kN/m acting downwards is...
Problem 1 The rigid structure shown in the figure below is loaded with a concentric couple applied at H of 75 kNm and a concentric horizontal force of 40 kN. A distributed load spans from point D through E with minimum amplitude of 10 kN/m and a maximum of 30 kN/m, respectively. The structure is externally supported by a roller at A, the cable BC and a pin at G. Please do the following: 1. Draw a neat Free Body...
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,...
Determine the support reactions and draw internal force (V, M) diagrams for the continuous beam shown in the figure due to the uniformly distributed load and the support settlements of 15 mm at support B, 36 mm at support C and 18 mm at support at D. 32 kN/m о. В 15 mm Со. 36 mm 18 mm 5m - 5m 5m - E = 200 GPa 1 = 1705 x 10 mm
As shown in Figure 8, the structural member (beam) is 7m long, carries a 2 kN point load, a 1.2 kN/m uniformly distributed load and is supported at points A and B. The beam is constructed from two pieces of steel plate (2 at 80mm x 8mm) that are welded together with 3mm welds. Section properties for the beam are also listed. Given the support reactions as RAv 5.8 kN and RBv 2.2 kN, as well as the shear force...
Consider the structure and applied actions shown in the adjoining figure The frame is subjected to a uniformly distributed load on CD, a change in temperature in AB and support settlement at D. Use the dimensions and load values in the table below. Analyse the structure for all actions acting applied simultaneously and determine the reactions, member forces and displacement required in the table below. Enter your answers in the space provided. Dimensions 4 m 0.275lm 0.00001 Applied actions: DY...
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...
Estimate the redundant force in the truss member BC as shown in the following FIGURE. The truss is subjected to a vertical load P as 50 kN. Members AB, AC, CD, and BD are 5 m long. The cross-sectional area of all members is constant. The support at A is the pin support and the support at B is the roller support. P = 50 kN Ан, B Av Ву
Structure Analysis
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C are 3 m and 2 m respectively. Determine the maximum tension in the cable and the reactions at support A and D 4 m 3 m 2 m 40 kN 20 m 10 m 10 m Figure 2
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C...
Moving to another question will save this response Question 10 Calculate the vertical force component of the 40 kN for the beam loaded as shown in the figure below 10kN 0 kN 20kN 30kN A 2m 4 m 4m -39 4 KN
Moving to another question will save this response Question 10 Calculate the vertical force component of the 40 kN for the beam loaded as shown in the figure below 10kN 0 kN 20kN 30kN A 2m 4 m...
Use slope-deflection method to analyze the frame shown below. Segments AB and BD of the frame have moment of inertia I. Segment BC has moment of inertia 2/. Modulus of elasticity E is constant throughout the frame. The frame is supported by fixed-supports at A and D, and by a roller-support at C. Joint B is rigid. A downward point load of 20 kN is applied at mid-span of AB. Uniformly distributed load of intensity 2 kN/m acting downwards is...
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