To draw a free body diagram for each of segments which can be shown below as :
Using the equation method, the equations for shear and moment for each beam segment which is given as :
MA = 0 ; (800 N/m) (1 m) (0.5 m) +
(500 N) (1.5 m) - By (2 m) = 0
By (2 m) = [(400 N.m) + (750 N.m)]
By = (1450 N.m) / (2 m)
By = 725 N
Fy = 0 ; Ay - (800 N/m) (1
m) - (500 N) + (725 N) = 0
Ay = [(800 N) + (500 N) - (725 N)]
Ay = 575 N
Fx = 0 ; Ax = 0
N
I need the solution in 20 minutes please (urgent!) I have a test in 20 minutes...
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
I just need A in detail
9.3 a) For the beam shown in Fig. 9.3, draw the shear force and bending moment diagrams. Use the area method that relies on the relationships between loading and shear force and between shear force and bending moment. Indicate the slope of the shear force diagram at locations A, B, C, and D using the load information in Fig. 9.3. Indicate the slope of the bending moment diagram at the same four locations using...
Any one Can solve this Fast please i need it
now
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. El is constant Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 2 B 9 m
Can someone solve A&B for me please. I need an accurate
draw.
<HW8 Shear and Moment Dlagrams Problem 7.55 Draw the shear diagram for the beam. Click on "add vertical Iline off" to add discontinulty lines. Then click on "add segment" button to add functions between the lin the functlons between the lines, e.g. If in your answer the type of a function is "linear increasing slope" for the function that ae answer will be graded as incorrect. Use the...
I. The overhanging beam in the figure below, has a timber section of nominal size 100 x 300. Determine the maximum shear stress, the maximum tensile stress, and the maximum compressive stress in the beam due to the loading shown. (25 points) 20 kN/m INSTRUCTIONS For PROBLEM do the following steps: 1.Show ALL your work 2. Draw appropriately labeled FBDs 3. Use appropriate segments to develop expressions for the shear force and bending moment. diagrams in a standard format the...
i need the answer quickly fast as you can
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. Er is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m A 9 m 3 m
Please solve the following question using the force method. I
need a full solution to check my work. Thanks Will rate thumbs
up.
6.2.For the following frames, i)Determine the degree of indeterminancy. ii)Calculate the support reactions. iii) Draw the moment and shear diagrams. a) EAC = 200Gpa, IAB = 250x 106 mm. IBC = 150x 106 mm" 10 KN/m 2m 70 KN 2m
could you just answer the bottom one please
1. For each of the beams shown, find reactions, draw the complete shear force and bending mo ment diagrams, determine the centroid, the moment of inertia and the maximum tensile and compressive stressess. Label all values on you diagrams and include UNITS. 2 kN/m 2 KN 15 kN-m A B с O D 2 m Im 1 m 2 πι 0.5 m 0.05 m 0.6 0.05 m 0.05 m 0.05 m 10...
draw the shear and moment diagram,
Part A Draw the shear diagram for the beam Follow the sign convention Click on "add vertical line off to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1 Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear con it wrong Note 2 The curve you...
please do all the parts clearly and accurately
(20) The square beam AB, of length, L, and helght, h, in Fig. P3 is made of steel with an elastic modulus of E. Beam AB has an area moment of inertia, 1. A distributed load, w, is applied along the entire length. Note: The length is very large compared to the cross-sectional dimensions of the beam. Thus, assume bending loadings dominate Logically walk through the steps as requested in parts at...