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Two couples act on the frame. d = 4 ft. (Figure 1) Figure...
Find the resultant couple GROUP PROBLEM SOLVING I 2-3ft Given: Two couples act on the beam...
Find the resultant couple
GROUP PROBLEM SOLVING I 2-3ft Given: Two couples act on the beam with the geometry shown and d 4 ft. Find: The resultant couple Sa lb 80 1b Plan: 3 1 80 tb 1) Resolve the forces in x and y-directions so they can be treated as couples. 2) Add these two couples to find the resultant couple
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and W2...
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and W2 = 6.5 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. TO ASOT vec ? Mg = 56.25 k. ft Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining Part B Figure 1 of 1 Determine (approximately) the internal moment...
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and w2...
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and w2 = 6.5 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. IVO ALO IT vec ? Mg = kft Submit Request Answer Part B Determine (approximately) the internal moment at joint C caused by member CD. Express your answer using three significant figures....
Four forces act on a frame as shown below. Determine the resultant force and the resultant...
Four forces act on a frame as shown below. Determine the resultant force and the resultant moment of the four forces acting on the frame about point A. Write the result in Cartesian form. Use 55lb, 75lb. 30. Sft, 6ft. t and 3ft instead of 40 lb, 60 ib, 30, 3 ft, 4 ft, 2 ft and 1 ft. Also, use 9. 12, and 15 triangle instead of 3, 4, and 5 triangle. 1-4t lb 40 1b B Ift 30...
The frame supports a distributed load and a tension force of P = 140 lb, as...
The frame supports a distributed load and a tension force of P = 140 lb, as shown in the figure below. 40 75 1b/ D 2 ft В Е -20 If In If 30° Part A Determine the resultant internal loadings acting on the cross sections at point F of the frame. Express your answers, separated by commas, to three significant figures. 190 AED 11 vec ? Ne=, Vp =, MF lb, lb, lb-ft Part B Determine the resultant internal...
Consider the gable frame shown in (Figure 1). Assume that A, B, and C are pin...
Consider the gable frame shown in (Figure 1). Assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. Suppose that Fi = 400 lb, F2 = 600 lb, and F3 = 750 lb. Part A Determine the r and y components of the reaction at A. Express your answers using three significant figures separated by a comma. View Available Hint(s) IVO AQ 1...
Problem 12.16 Consider the building frame shown in (Figure 1). Suppose that wi = 1.2 k/ft...
Problem 12.16 Consider the building frame shown in (Figure 1). Suppose that wi = 1.2 k/ft and w2 = 4 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. IVO AO vec ? Mg = 14.9 k.ft Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining Part B Determine (approximately) the internal moment at joint C...
The frame supports a distributed load and a tension force of P = 120 lb, as...
The frame supports a distributed load and a tension force of P = 120 lb, as shown in the figure below. 75 lb/ft 7 7 7 7 7 7 e DB -2 ft -2 ft Part A Determine the resultant internal loadings acting on the cross sections at point D of the frame. Express your answers, separated by commas, to three significant figures. VALO vecmo e ? ND= Vp=, Mp= lb, lb, lb-ft Submit Previous Answers Request Answer X Incorrect;...
The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform...
The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. Assume Bis a pin and is a roller. Follow the sign convention (Figure 1) Submit Previous Answers Correct Part B Determine the maximum positive shear at D Express your answer using three significant figures. Figure 1 of 1 ΜΗ ΑΣφ 11 vec ? (V) lb B D Submit Previous Answers Request Answer 51 X Incorrect; Try Again: 2 attempts...
The frame supports a distributed load and a tension force of P 125 lb, as shown...
The frame supports a distributed load and a tension force of P 125 lb, as shown in the figure below 4 ft 75 lb/ft 4 2 ft 2 ft l ft 30° Part A Determine the resultant internal loadings acting on the cross sections at point D of the frame. Express your answers, separated by commas, to three significant figures. lb, lb, lb ft SubmitP Ans An X Incorrect; Try Again; 2 attempts remaining Part B Determine the resultant internal...
Find the resultant couple
GROUP PROBLEM SOLVING I 2-3ft Given: Two couples act on the beam with the geometry shown and d 4 ft. Find: The resultant couple Sa lb 80 1b Plan: 3 1 80 tb 1) Resolve the forces in x and y-directions so they can be treated as couples. 2) Add these two couples to find the resultant couple
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and W2 = 6.5 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. TO ASOT vec ? Mg = 56.25 k. ft Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining Part B Figure 1 of 1 Determine (approximately) the internal moment...
Consider the building frame shown in (Figure 1). Suppose that wi = 3 k/ft and w2 = 6.5 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. IVO ALO IT vec ? Mg = kft Submit Request Answer Part B Determine (approximately) the internal moment at joint C caused by member CD. Express your answer using three significant figures....
Four forces act on a frame as shown below. Determine the resultant force and the resultant moment of the four forces acting on the frame about point A. Write the result in Cartesian form. Use 55lb, 75lb. 30. Sft, 6ft. t and 3ft instead of 40 lb, 60 ib, 30, 3 ft, 4 ft, 2 ft and 1 ft. Also, use 9. 12, and 15 triangle instead of 3, 4, and 5 triangle. 1-4t lb 40 1b B Ift 30...
The frame supports a distributed load and a tension force of P = 140 lb, as shown in the figure below. 40 75 1b/ D 2 ft В Е -20 If In If 30° Part A Determine the resultant internal loadings acting on the cross sections at point F of the frame. Express your answers, separated by commas, to three significant figures. 190 AED 11 vec ? Ne=, Vp =, MF lb, lb, lb-ft Part B Determine the resultant internal...
Consider the gable frame shown in (Figure 1). Assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. Suppose that Fi = 400 lb, F2 = 600 lb, and F3 = 750 lb. Part A Determine the r and y components of the reaction at A. Express your answers using three significant figures separated by a comma. View Available Hint(s) IVO AQ 1...
Problem 12.16 Consider the building frame shown in (Figure 1). Suppose that wi = 1.2 k/ft and w2 = 4 k/ft. Follow the sign convention for the internal loadings. Part A Determine (approximately) the internal moment at joint E caused by member EF. Express your answer using three significant figures. IVO AO vec ? Mg = 14.9 k.ft Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining Part B Determine (approximately) the internal moment at joint C...
The frame supports a distributed load and a tension force of P = 120 lb, as shown in the figure below. 75 lb/ft 7 7 7 7 7 7 e DB -2 ft -2 ft Part A Determine the resultant internal loadings acting on the cross sections at point D of the frame. Express your answers, separated by commas, to three significant figures. VALO vecmo e ? ND= Vp=, Mp= lb, lb, lb-ft Submit Previous Answers Request Answer X Incorrect;...
The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. Assume Bis a pin and is a roller. Follow the sign convention (Figure 1) Submit Previous Answers Correct Part B Determine the maximum positive shear at D Express your answer using three significant figures. Figure 1 of 1 ΜΗ ΑΣφ 11 vec ? (V) lb B D Submit Previous Answers Request Answer 51 X Incorrect; Try Again: 2 attempts...
The frame supports a distributed load and a tension force of P 125 lb, as shown in the figure below 4 ft 75 lb/ft 4 2 ft 2 ft l ft 30° Part A Determine the resultant internal loadings acting on the cross sections at point D of the frame. Express your answers, separated by commas, to three significant figures. lb, lb, lb ft SubmitP Ans An X Incorrect; Try Again; 2 attempts remaining Part B Determine the resultant internal...
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