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Given the composite distributed load, determine the distance (ft) from node A to the total resultant...
4) If the distributed load intensity w = 1.5 kip/ft, and the concentrated force F =...
4) If the distributed load intensity w = 1.5 kip/ft, and the concentrated force F = 4.8 kip, determine the internal bending moment at point Din kip.ft. Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point. The sign of your answer must agree with the internal reaction sign convention learned in this chapter. 6 ft 6 ft . 61 611 Your Answer: Answer 5) If the distributed load...
The beam is supporting a distributed load of w 840 lb/ft 60* 3ft 30 6ft Part...
The beam is supporting a distributed load of w 840 lb/ft 60* 3ft 30 6ft Part A Determine the magnitudes of the resultant internal loadings acting on section b b through the centroid C on the beam separated by commas, to three significant figures Express your answers, Pat A Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beanks Express your answers, separated by commas, to three significant figures. να ΑΣφ...
The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions...
The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. w A IB D 6 ft 6 ft 6 ft 4.5 A 4.58 Part A Determine the resultant internal loadings on the cross section at point Express your answers, separated by commas, to three significant figures. VO AED If vec ? Nc=, Vc =, Mc = kip, kip, kip-ft Submit Request Answer
A beam is subjected to the distributed transverse load Wo = 5.1 kip/ft as shown below....
A beam is subjected to the distributed transverse load Wo = 5.1 kip/ft as shown below. The beam lengths are given by d= 6 ft. Determine the magnitude of the resultant internal bending moment acting on the cross section at point C, assuming the reactions at the supports A and B are vertical. Express your answer in kip-ft. ti I . Oly
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the...
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of...
VODIL 1 0 PUN ) The "w" is a distributed load. Its magnitude is the last...
VODIL 1 0 PUN ) The "w" is a distributed load. Its magnitude is the last letter of your netID (units: lb/ft). Your full netID: and the last number of your netID is: _ The last number will be w. (Example: Pedro's ID is xd5613, he would use w = 3 lb/ft, you must use the last number of your own ID) Determine: a) Equivalent Resultant Force : b) Equivalent Resultant location, measured from A: 3 ft
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 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...
Question 1 1 pts Given the moment acting on the rectangular section, determine the magnitude of...
Question 1 1 pts Given the moment acting on the rectangular section, determine the magnitude of its component acting about the y-axis. Provide your answer in Nm, but do not include units in your answer. 30° HY A B N front M=250 Nim с D D Question 2 1 pts Given the moment acting on the rectangular section in Question 1, determine the magnitude of its component acting about the z-axis. Provide your answer in Nm, but do not include...
The intensity of the distributed load acting on the beam is w = 2.6 kN/m (Figure...
The intensity of the distributed load acting on the beam is w = 2.6 kN/m (Figure 1) Figure < 1 of 1 > A Am Part A Determine the magnitude of reaction at A. Express your answer to three significant figures and include the appropriate units. NA = Value Units Submit Request Answer Part B Determine the x and y components of reaction at B using scalar notation. Express your answers using three significant figures separated by a comma. Ivo...
4) If the distributed load intensity w = 1.5 kip/ft, and the concentrated force F = 4.8 kip, determine the internal bending moment at point Din kip.ft. Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point. The sign of your answer must agree with the internal reaction sign convention learned in this chapter. 6 ft 6 ft . 61 611 Your Answer: Answer 5) If the distributed load...
The beam is supporting a distributed load of w 840 lb/ft 60* 3ft 30 6ft Part A Determine the magnitudes of the resultant internal loadings acting on section b b through the centroid C on the beam separated by commas, to three significant figures Express your answers, Pat A Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beanks Express your answers, separated by commas, to three significant figures. να ΑΣφ...
The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. w A IB D 6 ft 6 ft 6 ft 4.5 A 4.58 Part A Determine the resultant internal loadings on the cross section at point Express your answers, separated by commas, to three significant figures. VO AED If vec ? Nc=, Vc =, Mc = kip, kip, kip-ft Submit Request Answer
A beam is subjected to the distributed transverse load Wo = 5.1 kip/ft as shown below. The beam lengths are given by d= 6 ft. Determine the magnitude of the resultant internal bending moment acting on the cross section at point C, assuming the reactions at the supports A and B are vertical. Express your answer in kip-ft. ti I . Oly
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of...
VODIL 1 0 PUN ) The "w" is a distributed load. Its magnitude is the last letter of your netID (units: lb/ft). Your full netID: and the last number of your netID is: _ The last number will be w. (Example: Pedro's ID is xd5613, he would use w = 3 lb/ft, you must use the last number of your own ID) Determine: a) Equivalent Resultant Force : b) Equivalent Resultant location, measured from A: 3 ft
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 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...
Question 1 1 pts Given the moment acting on the rectangular section, determine the magnitude of its component acting about the y-axis. Provide your answer in Nm, but do not include units in your answer. 30° HY A B N front M=250 Nim с D D Question 2 1 pts Given the moment acting on the rectangular section in Question 1, determine the magnitude of its component acting about the z-axis. Provide your answer in Nm, but do not include...
The intensity of the distributed load acting on the beam is w = 2.6 kN/m (Figure 1) Figure < 1 of 1 > A Am Part A Determine the magnitude of reaction at A. Express your answer to three significant figures and include the appropriate units. NA = Value Units Submit Request Answer Part B Determine the x and y components of reaction at B using scalar notation. Express your answers using three significant figures separated by a comma. Ivo...
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