Part A A uniform live load of 250 lb/ft and a single live concentrated force of...
A uniform live load of 350 lb/ft and a single live concentrated force of 1700 lb are to be placed on the beam. The beam has a weight of 150 lb/ft. Assume the support at A is a pin and B is a roller. Follow the sign convention. (Figure 1) Determine the Max vertical reaction at support B. Determine the negative bending moment at point B with the max magnitude. m ive laad of 350b/ft and a single Ivs concantratcd...
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...
A uniform live load of 0.25k/ft and a single concentrated live force of 3k are to be placed on the floor slabs .Determine(a)the maximum positive live vertical reaction at the support D (b)the maximum positive live shear in panel EF of the girder and(c)the maximum positive live moment at F. Assume the support at D is a roller and G is a pin. 6-28 6-38. A uniform live load of 0.25 k/ft and a single concentrated live force of 3...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of 300 lb/ft and a single live load of 2 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative bending moment with the maximum magnitude created by these loads at C Express your answer using three significant figures (Mc)max(-) k ft Figure 1 of 1 Submit uest Answer Part B Determine the negative shear with...
A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are to be placed on the beam. Determine (a) the maximum positive live vertical reaction at support B, (b) the maximum positive live shear at point C, and (c) the maximum positive live moment at point C. Assume the support at A is a pin and B is a roller. BREASE 10 - - - 10 f -- - 10 ft
Q1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the maximum positive moment that can be developed at point C, and (b) the maximum positive shear that can be developed at point C. Assume the support at A is a pin and B is a roller. 1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the...
This is an influence line question, please use that to solve for the max negative moment and shear. Thank you! KAssignment 8 (Influence Lines, Values, 2 questions, 6 marks inc. 2 bonus marks) Problem 6.20 Part A The compound beam shown in (Figure 1) is subjected to a uniform dead load of 350 lb/ft and a single live load of 5 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative...
Three-Dimensional Force Systems cable AC Part A Finding the tension Learning Goal: weight of 115 lb acts at C on the strut. Find the magnitude of the tension in cable AC To apply the condition of equilibrium to three-dimensional systems and solve for unknown forces. Express your answer to three significant figures and include the appropriate units. View Available Hint(s) As shown, a mass is being lifted by a strut that is supported by two cables AC and CD. The...
Problem 5.38 The cantilevered jib crane is used to support the load of 780 lb. If the trolley T can be placed anywhere between 1.5ft < z < 7.3ft, determine the maximum magnitude of reaction at the supports A and B. Note that the supports are collars that allow the crane to rotate freely about the vertical axis. The collar at B supports a force in the vertical direction, whereas the one at A does not. (Figure 1) Part A...
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...