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Page 30 (18) 5.a) For the determinate, two-span beam shown, draw the influence "span beam shown,...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
Question 2 For the beam and loading shown in Figure Q2: a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment.
Required information Consider the given beam and loading. Draw the shear and bending-moment diagrams for the beam and loading shown.Determine the maximum absolute values of the shear and bending moment. (Round the final answer to one decimal place.) The maximum absolute shear force is _______ KN. The maximum absolute bending moment is _______ kN.m.
1. Draw influence lines for shear and moment at 15, 25, and 30 feet from the left support for a simply supported beam with a span of 60 feet. Show values of maxima. 2. Using the influence lines in part 1, determine the shear and moment at 15, 25, and 30 feet for a uniformly distributed load of 50 k/ft applied over the length of the beam required to produce the maximum shear and moment at each point. 3. Using...
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence lines for the vertical reaction at support A c) Draw the influence lines for the moment at EB d) Determine the maximum absolute value of each response quantity from parts a) to c) if beam AD supports a 15-ton concentrated load and a movable/variable 1 kip/ft uniformly distributed live load. 6 4 43'
Question AT For the beam and loading shown in Figure Al: - a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment. 30 kN/m 60 kN C D K-2m-imta2m- Figure A1
a. Draw a free-body diagram for the beam shown above and derive expressions for the support reactions at A and B b. Draw internal force (shear and bending moment) diagrams. c. If a = 10 ft and M0 = 200 ft-lb, use the dimensions of the beam cross-section, provided on the previous page, to compute the maximum flexural and shear stresses on the beam cross-section. d. If the allowable bending stress is 925 psi and the allowable shear stress is...
For the beam and loading shown draw the shear and bending moment diagrams and then find the maximum absolute values of the shear and bending moment. 1. For the beam and loading shown draw the shear and bending-moment diagrams and then find the maximum absolute values of the shear and bending moment. 300 N/m 4 m
Q.3 (15 pts) For the beam shown below draw the influence line for Rc, Rp. VB, and Mg using either the equilibrium method or the Muller-Breslau principle. Use the influence line for MB to compute the absolute maximum and absolute minimum bending moment produced at B due to a uniformly distributed live load of 10 k/ft that may or may not be present anywhere on the beam. Use the influence line for Veto compute the absolute maximum shear force produced...