Problem 2 The 75-pound rectangular plate ABCD is held in the horizontal position shown by cable EF and by hinges at A and B. There is no y-component of the force exerted by the hinge B on the plate. The hinges are perfectly aligned; therefore, no moment is exerted on the plate by either hinge. Note that hinges A and B are offset from the plate edges by 4 inches; and point F is directly above the corner of the plate. a) Determine the reaction forces that hinges A and B exert on the plate and report these answers in cartesian form. b) Determine the magnitude of the tension force in the cable EF. 30 in E 8 in 20 in 25 in

Problem 2 The 75-pound rectangular plate ABCD is held in the horizontal position shown by cable EF and by hinges at A and B. There is no y-component of the force exerted by the hinge B on the plate. The hinges are perfectly aligned; therefore, no moment is exerted on the plate by either hinge. Note that hinges A and B are offset from the plate edges by 4 inches; and point F is directly above the corner of the plate. a) Determine the reaction forces that hinges A and B exert on the plate and report these answers in cartesian form. b) Determine the magnitude of the tension force in the cable EF. 30 in E 8 in 20 in 25 in

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

Q2.(12.marks). Determine the horizontal and vertical components of force at pins A and D 03 m -15m- -15 m- 12&N
Y:1E O ZVA N O 令 hw#3.docx -> If the resultant force acting on the bracket is to be Determine the magnitude and direction of the nesutant fone 750 N directed along the positive a axis, determine the magnitude of Fand its direction 6. Determine the magnitude of the resultant force acting on the plate and its direction, measured counter dlockwise from the positive r atis If the magnitude of the resaltant force acting on the bracket is to be 80 Ib directed along the u axis, determine the magnitude of Fand its direction e. If F-30 lb and F;-40 Ib, deteramine the angles ana o so that the positive atis and han a magnitude of F-60 h e resultant force is directed along the Determine the magnitude of the resultant force and its direction, measured counterclockwise from the positive x axis. F-8AN 5-SAN 45 = 4 kN
Compute the vertical distance of link AB from pin E for the given set up if the tension in link AB is equal to 1500 lb and the ratio of di to d2 is 7:8. -32"- E 12" C D A В d2 800 lb LLLLL LLLL G F 28" swer: d; = 21", total distance from pin E = 33"
The bracket BCD is hinged at € and attached to a control cable | ! at B. For the loading shown, determine (a) the tension in the cable, (b) the reaction at C. a=0. 18m 20N 20N 8 c o I_.l_nm—l—um—-l 02¢m
HW Determine the resultant force at pins A, B, and C on the three-member frame. od sdt no ol noitan 2m Ans: 800 N A, = 61.88 N A, = 569.06 N B = 338.12 N B, = 338.12 N C, = 461.88 N %3D Fc = 572 N FA = 572 N Fg = 478 N 200 N/m %3D %3D 2m %3D %3D Cy = -338.12 N 60 REDMI NOTE 9 PRO B AI QUAD CAMERA
A vertical rod is attached at point A to the cast iron hanger shown. The force in the rod is 10 Kips acting downward. Determine (a) the stresses at points C and D, (b) the position of the neutral axis. 1 in. -3 in. A av 1.5 in. 10 Kips a 1.5 in. O B 3 in. C Section a-a D 0.75 in. ↑ 0.75 in. T
Q3/ Determine the internal forces for the shown Truss? 15 KN 5 oEN والتوهف والتاع %23 3m
Determine the (internal Di, external De and total D) static indeterminacy of the following stuctures. Good handwriting please. Thankyou!
150lv hinge P. R=4m Compuk the value af P such that zero, then the momet at A is draw N.F.D, S.F.D, d B.M.D.
Consider the truss structure and the loading given below. a) Compute the average axial stress on member AB, b) compute the average shear stress at the pin of connection A. d- 20 mm 600 mm 50 mm -S00 mm 60 kN 25 mm | I 20 mm 30 mm I20 mm 25 mm TOP VIEW OF MEMBER AB d = 30 mm
Please box the final answer guys. :) Force at Section CK.
he support bracket for a water pipe that brings water from the city water systeminto the basement of DeMoss Hall needs to be replaced since it was originally improperlydesigned. An ENGR 315 class is contracted to determine the proper forces in the x and ydirection on the redesigned support at C. Water from the city line flows into DeMoss Hall in a 2-inch diameter pipe at A at 20 ft/sec and pressure 20 psi. The weight of the piping system andenclosed water is 110 lbf. The specific gravity of the water is 62.4 lbf/ft3. There are no minor ormajor losses used in the system analysis. Determine the x (horizontal) and y (vertical)components at support C. The figure is based on a vertical view of the system.