last 4 if possible For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 8 kN, V2 = 8 kN,V3 = 100 mm, and V4 = 1300 mm.(m)Provide values at all key points shown in the given shear-force and bending-moment diagrams.+vABD0.000.00F0.00Cmm)(mm)Reaction force R1 (left) =kN and reaction force R2 (right) =KN.In the shear-force and bending-moment diagrams given,A =B =kNkNC =|kND =F =kNkNkNkN-mmkN.mm

Answered: Image /qna-images/answer/c09ae330-2b6c-4337-82b0-0dd09c05e729.jpg

Answered: For the beam shown, find the reactions…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown below if P = 1639 N, T = 4678 Nm, a = 0.75 m, b = 1.07 m, c = 0.94 m, w = 44 mm, and h = 75 mm . Round off the final answer to one decimal place.
without writing shear equations, draw the shear diagrams for the Beam loaded as shown in Fig. 2KN/m
A gantry crane of weight W=100 Kg moves across a bridge with the length I=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles.
Determine the maximum bending stress (in Pa) for the beam shown belowif P = 1925 N, T = 4796 Nm, a = 0.96 m, b = 0.96 m, c = 0.69 m, w = 42 mm, and h = 77 mm . Round off the final answer to two decimal places.
A beam having a T shaped section is subjected to a vertical shear force of V = 10,000 N. The cross sectional dimensions are flange width, bf = 100mm, flange thickness tf = 25mm, gross depth of h = 200 mm and web thickness of 25 mm. Determine the maximum shear stress in the flange.
Consider the beam section below where fc’ = 30 MPa, Es = 200 GPa, determine the bending stress of the steel section if M=180 KN-m in MPa. Express your final answer in two decimal places.
Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown below if P=1623N, T=4552Nm, a=0.77m, b=1.13m, c=0.78m, w=39mm, and h=80mm. Round off the final answer to five decimal places. Show your complete solution.
How can we determine the Slope and Displacement by the moment area method?
Engr statics I check it was wrong answer 245.166 I need to show all work. Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations
The fig 1.1, given above, take the value of X= (130) use segmentm ethod and determine a) Shear force and bending moments.And Plot Shear Force Diagram (SFD) and Bending Moment Diagram (BMD).
Consider that the section is transmitting a positive bending moment about the z axis,Mz, where Mz=10 kip*in if the dimensions of the section are given in ips units, or Mz=1.13kN*m if the dimensions are in SI units. Determine the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section. Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and bottom surfaces.
A loaded beam, 60 mm wide by 100 mm high and 6 m long, has the shear and moment diagrams as shown below. Determine (a) the magnitude, type and location of the maximum flexural stress (in MPa) (b) the stress (specify the type) in a fiber 30 mm from the top of the beam at a section 3.5 m from the left end. I = bh3/12

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