A round rod consisting of two sections has a diameter of 60 mm in the first and 40 mm in the second section, see sketch. The left end of the first section is fastened to the wall. A line load q₁ acts in z-direction on this first section. At the end of the second section, there is a crank arm. A second line load q2 acts on this arm, also in z-direction. (Neglect the weight of the part, do not take into account the wall thickness or possible deformation of the crank arm, neglect stress superelevations at rapidly changing cross sections). y x 60 1/2 Loads: q₁ = 4000 N/m q2 = 2000 N/m Geometry: L = 2000 mm, a = 400 mm 40 91 L/2 92

A round rod consisting of two sections has a diameter of 60 mm in the first and 40 mm in the second section, see sketch. The left end of the first section is fastened to the wall. A line load q₁ acts in z-direction on this first section. At the end of the second section, there is a crank arm. A second line load q2 acts on this arm, also in z-direction. (Neglect the weight of the part, do not take into account the wall thickness or possible deformation of the crank arm, neglect stress superelevations at rapidly changing cross sections). y x 60 1/2 Loads: q₁ = 4000 N/m q2 = 2000 N/m Geometry: L = 2000 mm, a = 400 mm 40 91 L/2 92

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.2.4P: Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.

See similar textbooks

Similar questions

Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.
Repeat 1.3-9 but use the method of sections go find member forces in AC and BD.
Repeat Problem 2.5-9 for the flat bar shown in the figure but assume that and that
A plane frame is constructed by using a pin connection between segments ABC and CDE. The frame has pin supports at A and E and joint loads at B and D (see figure). (a) Find reactions at supports A and E. (b) Find the resultant force in the pin at C.
An elliptical exerciser machine (see figure part a) is composed of front and back rails. A simplified plane-frame model of the back rail is shown in figure part b. Analyze the plane-frame model to find reaction forces at supports A, B. and C for the position and applied loads given in figure part b. Note that there are axial and moment releases, at the base of member 2 so that member 2 can lengthen and shorten as the roller support at B moves along the 30° incline. (These releases indicate that the internal axial force N and moment M must be zero at this location
A 150-lb rigid bar AB. with friction less rollers al each end. is held in the position shown in the figure by a continuous cable CAD. The cable is pinned at C and D and runs over a pulley at A. (a) Find reactions at supports A and B. (b) Find the force in the cable.
Frame ABC has a moment release just left of joint B. Find axial force N, shear force V, and moment M at the top of column AB. Write variables N, V, and M in terms of variables P and L.
Repeat Problem 10.4-41 for the loading shown in the figure.
A plane frame has a pin support at A and roller supports at C and E (see figure). Frame segments A BD and CDEF are joined just left of joint 1) by a pin connection. (a) Find reactions at supports A. C. and E. (b) Find the resultant force in the pin just left of D.
A cable and pulley system in the figure part a supports a cage of a mass 300 kg at B. Assume that this includes the mass of the cables as well. The thickness or each of the three steel pulleys is t = 40 mm. The pin diameters are dPA= 25 mm, dB= 30 mm. and dc= 22 mm (see figure part a and part b). (a) Find expressions for the resultant forces acting on the pulleys at A, B. and C in terms of cubic tension T. (b) What is the maximum weight W that can be added to the cage at B based on the following allowable stresses? Shear stress in the pins is 50 MPa; bearing stress between the pin and the pulley is 110 MPa.
need help solving this
Help!!! Please answer Correctly !! Clearly solved Please !!!!!!!!