A vertical shaft AB is 6ft long and bolted to a rigid support T ITS LOWER END.. At its upper end B as attached a horizontal bar BC which is 3ft long. At the end of C is applied a force P=220 lb. Force P is perpendicular to the plane containing points A, B, and C. Determine a. The twisting effect of P on the shaft AB b. The bending effect at point A

A vertical shaft AB is 6ft long and bolted to a rigid support T ITS LOWER END.. At its upper end B as attached a horizontal bar BC which is 3ft long. At the end of C is applied a force P=220 lb. Force P is perpendicular to the plane containing points A, B, and C. Determine a. The twisting effect of P on the shaft AB b. The bending effect at point A

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

Determine the reactions at the support A and C using force method. El is constant. 4m 10 kN A 10 kN B 4 m C An
Ʈallow (MPa)=95 Ø(rad)=0.015 a (mm)=80 d (mm)=40
3- -Determine the force F required fail the curved pipe beam at support A. The support at A can carry a maximum moment of 1500Nm. Then define this moment about OC axis. Point B lies in x- z plane 60 4 m B 4 m 6 m 6 m
The gusset plate is subjected to the forces of four members.Determine the force in member B and it's proper orientation for equilibrium.The forces are concurrent at pointO. Take F=12KN.
ASAP NEED COMPLETE SOLUTION AND BOX THE ANSWER
Determine the reactions for the beam shown using the Force Method. The support at A is fixed and a roller at C. Take El as constant. 50 kN 26 kN hm 3m
Determine if the structure is statically determinate, indeterminate or unstable. Determine the zero force members. Solve for the forces in each member. 8ON 60N B D V F 20m A 20m C 20m E 20m G 40N 10N
Determine the force in each member of the truss if W = 100 kg. State if the member is in tension or compression.
The ABC rigid bar is suspended by the BD rigid bar and by an A pin that connects it to the other ADE rigid bar. If the overhang load at point C is equal to 12kN, calculate the force on the BD bar and the reactions FA = √??2 + ??2, on pin A and the reaction FE roller located at point E. Disregard the weights of all the bars.
Determine the Force in the member AC. AE is constant. D 600 lb 3 ft 400 lb C 3 ft
Help
Determine the force in member BE of the loaded truss. The force is positive if in tension, negative if in compression. 4 kN 5 m 2 kN 5 m B 3 KN 5 m A 6 m Answer: BE = i kN C.