The hook wrench or pin spanner is used to turnshafts and collars. If a moment of 80 N m is re-quired to turn the 200-mm-diameter collar about itscenter O under the action of the applied force P, de-A. Engagement of the pin at B may be considered tooccur at the periphery of the collar.termine the contact force R on the smooth surface atPB120°100mm 0A375 mm

The hook wrench or pin spanner is used to turn shafts and collars. If a moment of 80 N m is re- quired to turn the 200-mm-diameter collar about its center O under the action of the applied force P, de- termine the contact force R on the smooth surface at A. Engagement of the pin at B may be considered to occur at the periphery of the collar. 120° 100 mm 0 A 375 mm

The hook wrench or pin spanner is used to turn shafts and collars. If a moment of 80 N m is re- quired to turn the 200-mm-diameter collar about its center O under the action of the applied force P, de- termine the contact force R on the smooth surface at A. Engagement of the pin at B may be considered to occur at the periphery of the collar. 120° 100 mm 0 A 375 mm

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

The steel pipe (G - 75GPA) has an outer diameter of 50mm and an inner diameter of 30mm. It is fixed at A and three torques are applied to it as shown. Solve the rotation of the free end with respect to the fixed end. 200mm 250mm 300mm 30 N-m 20 N.m 80 N-m O 0.000749rad O 0.000674rad O 0.00624rad O 0.00142rad
4-1. The A992 steel rod is subjected to the loading shown. If the cross-sectional area of the rod is 80 mm², determine the displacement of B and A. Neglect the size of the couplings at B and C. 6kN 45° 5 kN B A 45° 6kN 5 kN 10kN 0.75m 1.50m 1m
The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple Mand resultant Rat A. The couple is positive if counterclockwise, negative if clockwise. 2.17 kN 0.61 m 1.61 m 69° To.17 m A 0.17 m 620 N-m L--x 1.04 kN Answers: M = i kN-m R= ( i i+ i j) kN
Help me pls
CE - PC 311 - STRUCTURAL THEORY Plate No. 10 - Analysis of Statically Indeterm in ate Beam s 1. By the moment-area m e thod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ctio n at C of the sim p le beam. E = 30,00 0 k/in and I = 300 in *. 2 Refer to th e fig ure b e lo w. AIl decim a ls m ust be inclu ded, do not round o ff answers. A Il figures must be in c luded and drawn straight. Curves may be done freehand. Sum marize your ans wers as shown below. Required V a lu es Answer B A X 1 X 2 X 1 X 2 kip ft ft 15.8 5 15 B.
Eiample ai ABC is loaded via a 500 N.m couple and a 600 N force as shown. Tlie The is connected to the rest of the system by a pin joint at B and a roller support at Beteune the magnitide of the reaction forces on the beam at the supports. 600 N 300 N m 400 300 500 Ans. Dimensions in mm RC=1700 N 20 RBx=1597.5 N RBy=1181.4 N Erample Determine the force Pnecded to lift the load. Alsa, determine the proper placement x of the hook for cotilibrium. Neglect the weight of the beam. 0.9 m 100 mm 100 mm 100 mm 6 kN The uniform rod of length L and weight W is supported on the simooth planes. Determine its position e for equilibrium. Neglect the thickness of the rod. Ans 6= tan
The compound beam is pin supported at A and supported by a roller at B and D. There is an internal hinge (pin) at C. The value of couple at point B is equal to 15 Kn-m. Neglect the thickness of the beam. 10 kN 15 kN A C D E B ,250 4m 4m 4m 3m Im 2m 20 kN (a) Calculate the reaction at support D. (b) Calculate the reaction at support B. (c) Calculate the reaction at support A.
2- Determine the force in member BD and the components of the reaction at C and D. 240 mm flsommy * 200mm 450m + A LLLLLL LC 800N B Slomm 4 *
The 150-kg bar ABO is supported by two cables at A and a slider bearing at B. The end of the bar presses against a frictionless surface at O.Findthe tensions in the cables and the contact force at O.
What is the fixed end moment at A? 10 kN 3kN/m D 3m B 4 m 4 m
The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant Rat A. The couple is positive if counterclockwise, negative if clockwise. 2.07 kN 0.63 m 1.96 m 78° T0.19 m A 0.19 m 610 N-m L--x 8 1.35 kN Answers: M = i kN-m R = ( i+ j) kN
71 M [Template].) -> A)le 3 m le 3 11 3 m 30 KN 120 KN- m Eind the Resultant and the angle Find the moment about Point i7 Draw the Reactions o f O Pinned Su pport Roller Su Ppert Fix ed Su pport Find the Resultant of 50 KV IS KN