Determine the maximum live shear at C caused by the moving loads. Prob. 6-65 80 kN...
Problem 4 Determine the maximum live Moment and Shear at C caused by the moving loads 80 kN 40 kN 20 kN I m 2 m 10m + 5m
7. (20 pts) Determine the maximum positive shear force at caused by the moving loads. The distance between two forces is 4 m. The self weight of the beam is 0.4 kN/m. The influence of the shear force at C is shown below. 8 kN 03 - 6m- 10m distance (m)
A Problem 9: Determine the influence line for member indicated for loads moving from A to G. Determine the maximum load that can be developed in the member due to a uniform 6 panels at 4 m 24 m live load of 10 kN/m,
The beam shown in Figure (2) is subjected to a uniform live load of 2.4 kN/m, a dead load of 1.0 kN/m, and a single live load of 80 kN. Assume B is an internal hinge. Determine: (a) the maximum positive moment at E, (b) the maximum positive shear at E. created by these loads. Hinge A B С E D 2m 2m 2m 2m
1. (40 pts.) HingeHinge 6 m 6 m 6 m 6 m Consider the given continuous beam above and a) Use Müller Breslau Principle and draw the influence lines of the vertical support reaction at C, shear force at B and moment at B. Calculate the ordinates at the points A, B, C, D, E, F and G. (30 pts.) e the maximum positive shear force at B considering the following loading below. Also show what will be the loading:...
Determine the maximum magnitude P of the loads the beam can support if the average shear stress in each pin is not to exceed 80 MPa. All pins are in double shear, and each has a diameter of 18 mm. OP 0.5 m 10.5 m -1.5 m-- 2m -15 m-
120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads, determine the internal forces (N.F., S.F., and B.M.) at section s-s 6 m 6 m 4 m 4 m 4 m 4m 4m 4m 120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads, determine the internal forces (N.F., S.F., and B.M.) at section s-s 6 m 6 m 4...
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...
Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kN.m B Sm 5 m
Prob. 3-65 ends of the three cables are attached to a ring at and to the edge of the uniform plate. Determine th argest mass the plate can have if each cable can support a maximum tension of 15 kN 10 m 4 m 6 m 6 m Prob. 3-66