Please answer all parts of the question and try making it simple to understand. 4-76 Determinc the magnitude of F so that the estn couple moment is 12 kN m, counterclockwise. Where on the beam does the resultant couple moment act? ar 8 kN 0.3 m 1.2 m 4 m 8 kN 4-76 Determinc the magnitude of F so that the estn couple moment is 12 kN m, counterclockwise. Where on the beam does the resultant couple moment act? ar...
Consider the given beam and loading where P 31 kN/m. 40 kN 40 kN 0.6 m LS m 0.6 m References eBook & Resources Section Break Difficulty: Easy alue 10.00 points From the figures given below, identify the correct bending-moment diagram and determine the maximum absolute value of the bending moment. (Round the final answer to two decimal places.) A : Figure 1 Figure Figure 3 Figure 4 The correct bending-moment diagram is Figure (Click to select) The maximum absolute...
Problem 1: 8 kN 1.5 m 1.5 m 8 kN Last week we determined the couple moment, or pure moment, acting on the beam was M- 30.4 kN-m CW a. Draw a FBD of the beam with reactions at A&B. A is a pin, B is a roller. Try to guess intuitively which way the vertical components of A & B are pointing. Do not show the 8 kN forces in your FBD. Only show the couple moment, or pure...
Part A If F 50 kN and F 45 kN , determine the magnitude of the resultant force(Figure 1). Express your answer with the appropriate units. FR=235 kN Previous Answers Submit Correct Part B Figure 1 of 1 Specify the location of its point of application (, y) on the slab. Enter your answers numerically separated by comma. ΥΠ ΑΣφ Lf vec 30 kN 90 kN 0,75 m F 12.5 m 2, y= 3.7,3.5 ) kN m 2.5 m 075...
draw the shear and moment diagram for the beam 30 kN/m [100 kN B A 4= -30mm 9 m 3 m 3 m
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:...
Required information Consider the given beam and loading. 40 kN 32 KN 16 KN C D В *–1.5 m10.2 m 0.6 m 0.9 m Draw the shear and bending-moment diagrams for the beam and loading shown. Required information Consider the given beam and loading. 40 kN 32 kN 16 KN C D E B 1.5 m- 10.2 m 0.6 m 0.9 m Determine the maximum absolute values of the shear and bending moment. (Round the final answer to one decimal...
please help 7-83. Draw the shear and moment diagrams for the beam. 9 kN/m 9 kN/m 3 m 3 m Prob. 7-83
Will rate!! 6 kN 1.4kN m 16 KN m 1:3 Now draw the moment diagram for the beam. Begin by placing the lines of discontinuity Note-Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical l it will appear correct visually because the lines overlap, but the system will mark it wrong View Available Hint(s) add vertical line of olete+add segment 3 reset? help M (kN-m 50 40 x...
A beam is shown in the figure below: Part A: Draw a shear Diagram for the beam: Part B: Draw the moment diagram for the beam: 20 kN 20 kN/m -2 m V(kN 40 20 x(m) -20 -40 -60 5 )d 0 0 0 0 00000 m5 4 3 2 1 20 kN 20 kN/m -2 m V(kN 40 20 x(m) -20 -40 -60 5 )d 0 0 0 0 00000 m5 4 3 2 1