NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. The 13-lb bar AE is suspended by a cable that passes over a 5-in.-radius drum. Vertical motion of end E of the bar is prevented by the two stops shown. The value of μs=0.30 between the cable and the drum. Mo A B D C E W 5 in. 5 in. 3 in." Determine the corresponding force exerted on end E of the bar. The corresponding force exerted on end E of the bar is 314.8 lb ↓

NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. The 13-lb bar AE is suspended by a cable that passes over a 5-in.-radius drum. Vertical motion of end E of the bar is prevented by the two stops shown. The value of μs=0.30 between the cable and the drum. Mo A B D C E W 5 in. 5 in. 3 in." Determine the corresponding force exerted on end E of the bar. The corresponding force exerted on end E of the bar is 314.8 lb ↓

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

QUESTION-1: Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)
A 509.9N horizontal steel shaft is suspended by a vertical cable from A and by a second cable BC which lies in a vertical transverse plane and loops underneath the shaft. Calculate the tension T1 (N) in the cable. Round off only on the final answer expressed in 3 decimal places.
The 100-lb boy at A is suspended from the cable that passes over the quarter circular cliff rock. What horizontal force must the woman at A exert on the cable in order to let the boy descend at constant velocity? The coefficients of static and kinetic friction between the cable and the rock are μs = 0.4 and μk = 0.35, respectively.
determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places
The ladder and the person weigh 30 lb and 180 lb, respectively. The center ofmass of the 12-ft ladder is at its midpoint. The coefficient of static frictionbetween the ladder and the floor is 0.5 and the coefficient of friction betweenthe ladder and the wall is 0.3. What is the largest value of the angle ALPHA for which the person could climb to the top of the ladder without it slipping?
Calculate the vertical reaction at support A. Enter your answer in kN to two decimal places.
Statics Please help Consider the ladder with dimensions to the right. It has a mass of 10 kg concentrated in the middle of the ladder. The friction between the ladder and the and ground and the ladder and the wall is ???? = 0.2. a.) Determine the minimum angle theta where the ladder does not slip.
In the system of weights shown, the 400-N block has a tendency to move up the 39°incline due to the pull of the 600-N block. The coefficient of kinetic friction between A and the incline is 0.25. Assume the pulleys are weightless and frictionless.( Note : The acceleration of Block A is twice the acceleration of Block B). a.What is the acceleration of Block B? b.What is the tension in the cable? c.What is the velocity of Block A after 4 seconds?
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. a. Vertical Reaction at B in kN. b.Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. Given: a- 7m b- 24kN/m C- 30kN
A man exerted a force of 60 lbs at B as shown in the figure. Compute the angle theta in degrees. Compute the tension of the cable CAD in lbs.
A ladder 5m long rests on a horizontal ground against a smooth vertical wall at an angle of 70o with the horizontal. The weight of the ladder is 300N. The ladder is on the verge of sliding when a man weighing 750N stands on the ladder 1.5m from the bottom of the ladder. Calculate the coefficient of friction between the ladder and the floor.
Calculate the tension T in the cable which supports the 1000-lb load with the pulley arrangement shown. Each pulley is free to rotate about its bearing, and the weights of all parts are small compared with the load. Find the magnitude of the total force on the bearing of pulley C. (Hint: The radius r does NOT influence the results, because it will be canceled out eventually).