calculate beanding moment and shear force diagram

how come this is not correct for my shear diagram? i got v=100 for both sides

a) Calculate the reaction forces in terms of F andtheta.b) Calculate the internal shear force and moment as a function of x using cuts and summingforces and moments in terms of F, L, andtheta.c) Calculate the shear force and moments by integration in terms of x, L, F andtheta.d) Assuming a rectangular cross section compute the average normal stress for the case F =10kNat 30° where b =0.04 m, h = 0.08 m, at the point x = L/4, L = 1 m at the centroid.e) With the cross section given above compute the average normal stress for the case F =10kN at30° at the point x = L/4, L = 1 m at each surface of the beam.f) Calculate the shear stress at the top and bottom surface, at the neutral axis and at x = 0.25 mand y = 0.02 m above the neutral axis.

Design a turnbuckle subjected to a load of 50 kN with permissiblestresses are in 166.67 Mpa in tension , 83.33MPa in shear and 166.67 MPa incrushing. (Please provide a handwritten solution, thank you)

Problem 1: What is the shear stress at point A if the internal shear, V, is 147 kN? 0.2 m 0.2 m 0.2 m 0.2 m 02m 0.1 m 0.2 m 0.2 m

Bolts distributed about a bolt circle are often called upon to resist an external bending moment as shown in the figure. The external moment is 19 kip-in and the bolt circle has a diameter of 15 in. The neutral axis for bending is a diameter of the bolt circle. What needs to be determined is the most severe external load seen by a bolt in the assembly. M Neutral axis R NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. View the effect of the bolts as placing a line load around the bolt circle whose intensity FÅ, in pounds per inch, varies linearly with the distance from the neutral axis according to the relation Fb Fb,max R sin 8. The load on any particular bolt can be viewed as the effect of the line load over the arc associated with the bolt. For example, there are 12 bolts shown in the figure. Thus, each bolt load is assumed to be distributed on a 30° arc of the bolt circle. Under these conditions, what is the largest bolt…

3. Draw a schematic of the standard convention for the meaning of positive shears and bending moments (see Section 8.2). Use your diagram to help you answer 4 And 5. 4. Determine the internal shear at a section passing through point D. 5. Determine the internal bending moment at a section passing through point. The answers should be according to the answer key-  4. VD = 2000 lb (up) 5. MD = 1556 N-m (clockwise)

Find the largest normal and shear stress that will occur in the T-section beam given loading status.

Given Ox = -7Mpa, Oy = 3 Mpa y T = 8 Mpa, calculate the greatest principal stress and the maximum shear.

4. Schedule 40 pipe is to be used in a torsion application. The power applied is to be 200 hp and the pipe material is to be SAE 1141 OQT 900 steel. The loading is to be repeated. ( 400 RPM) Text book: Applied strength of Material 6th (a) Calculate the maximum allowable shear stress for the steel. (b) Calculate the smallest size of schedule 40 pipe