The bend steel rod for pipeline system has a diameter (d) and is subjected to the tensile force (P) as shown in Figure 5. It has been determine that a critical element occurs at point A on the surface of rod. The critical element at point A is subjected to plane stresses component which are tensile stress of 35 MPa in xz-plane and compressive stress of 75 MPa in xy-plane. By using Transformation Equations; iii) Calculate the maximum shear stresses and their location acting at the point A. iv) Calculate the normal and shear stresses on plane if the element rotate through of 26° clockwise from the x-axis.

The bend steel rod for pipeline system has a diameter (d) and is subjected to the tensile force (P) as shown in Figure 5. It has been determine that a critical element occurs at point A on the surface of rod. The critical element at point A is subjected to plane stresses component which are tensile stress of 35 MPa in xz-plane and compressive stress of 75 MPa in xy-plane. By using Transformation Equations; iii) Calculate the maximum shear stresses and their location acting at the point A. iv) Calculate the normal and shear stresses on plane if the element rotate through of 26° clockwise from the x-axis.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter9: Moments And Products Of Inertia Of Areas

Section: Chapter Questions

Problem 9.22P

See similar textbooks

Similar questions

Q1 The 45° strain rosette is mounted on a surface of the bracket as shown in Figure Q1. The bracket is made from steel with Egteel = 120 GPa and poison ratio, v = 0.28. The following readings are obtained for each gauge under loadings: Ea= [ 100+20 ](10-6) Es = -200(10-6) E = -180(10-6) | (a) Prove that E= Eaand &y= Ec. (b) Determine the shear strain, V, and the normal strain, & and Ey. (c) Estimate the in-plane principal strains and the angle associated with the principal strains, and (d) Calculate the principal stress associated with the principal strains in (c).
proce eveliahon cnd mproement d lalal.?
3.117 The prismatic bar has a cross-sectional area A = 3 in? and is made of material with modulus of elasticity E = 28E6 psi and coefficient of thermal expansion 8E-6 F-. It is constrained between rigid walls. The temperature is increased by 50 °F above the bar's initial temperature T, and a 20,000-lb axial force to the right is applied midway between the two walls. What is the normal stress on a plane perpendicular to the bar's axis to the right of the point where the force is applied? a =
Answer the question quecly please please
Include a drawing
resolve solution
4.W salve gine a: when x- T
What is the v-velocity at the centerline after refining the mesh
ضحهقهصكسنتلوؤزذ
b) Draw the projections of a cylinder of 75 mm diameter and 100 mm long lying on the ground with itsaxis inclined at 30 0 to VP and parallel to the ground.
10
[b] Redraw when the rack AB is at 45o angle. What are the other two angles belonging to the triangle formed by AB, radius of the wheel, and horizontal line between center of the gear and point A.