The quarter circular plate ABC is supported by a ball-and-socket joint at A and roller at B.A general system of forces and couples is applied on the plate.Replace the rope at C' by two roller supports as follows.The first roller support lies in the yz-plane, meaning that the roller is free to translate (move) in the yz-plane.The second roller support lies in the æz-plane.In this case plate ABC becomes●O statically indeterminate.O statically determinate.O improperly constrained. The bent pipe DCBF must support the mass m, with known magnitude.A general system of forces and couples is applied on the structure.imIf all three ropes AB, AC and DE are removed and the ball-and socket joint at F is replaced by a fixed support, the bent pipe becomesO statically determinate.O improperly constrained.O statically indeterminate.

a) Improperly constrained because the first roller support lies in y-z plane, means the roller is…

supported by a ball-and-socket joint at A and roller at B. ples is applied on the plate. B supports as follows. e yz-plane, meaning that the roller is free to translate (move) in the yz-plane. the xz-plane.

supported by a ball-and-socket joint at A and roller at B. ples is applied on the plate. B supports as follows. e yz-plane, meaning that the roller is free to translate (move) in the yz-plane. the xz-plane.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Please show complete solution and draw the diagram
A 13-mm-diameter steel (E = 193 GPa) rod (2) is connected to a 27-mm-wide by 10-mm-thick rectangular aluminum (E = 72 GPa) bar (1), as shown. Assume L1 = 0.74 m and L2 = 1.38 m. Determine the force P (in kN rounded to the nearest tenths) required to stretch the assembly 8.1 mm.
Determine the axial force in each member. The loading at B is 1 kN
10. The rigid bar below is supported by axial bar (1) and by a pin connection at C. Axial bar (1) has a cross-sectional area of A₁ = 275 mm², an elastic modulus of E = 200 GPa, and a coefficient of thermal expansion of a = 11.9x 106/°C. The pin at C has a diameter of 30 mm. After load P has been applied and the temperature of the entire assembly has been increased by 31°C, the total strain in bar (1) is measured as 975 μe (elongation). Determine: (a) the magnitude of load P. (b) the shear stress in pin C. 275 mm Connection detail (1) Rigid bar 540 mm 135 mm 260 mm
Which of the following statements is correct about the given structure? A В C E pin fixed roller fixed It is a determinate structure. O It is indeterminate to 4 degrees. It is indeterminate to 5 degrees. O It is indeterminate to 3 degrees .
120 mm 30° F= 210 N y 1. L--x 150 mm The 210N force is applied to the end of body OAB. If e= 55-degree, determine the equivalent force-couple system at the shaft axis O, in Nm.
Determine the force in each member of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F- 3190 N, a - 2.8 m, b - 5.6 m, 0 = 43°. B. a D b F Answers: AB - N AC - i N AD - i N BC - i N CD - i N
calcualte the forces in members PQ and QR. USE sections method.
Mechanics. help asap pls
The members of the truss are assumed to be pinconnected. If member CB is an A-36 steel rod of 40 mmdiameter, determine the maximum load P that can besupported by the truss without causing the member tobuckle. For A36 steel E=200 GPa and σY = 250 Mpa
Determine all the internal force for each member.
tolerance is +-1 in the 3rd significant digit.