NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Two members, each consisting of a straight and a quarter-circular portion of rod, are connected as shown and support a load P= 135.0 lb at A. P -6 in.- B 3 in.3 in. E] Determine the internal forces at point J. The axial force Fis 38.97 lb 4 lb The shear force Vis 22.5 The bending moment Mis 135 C -6 in. D ФОР K 3 in F 3 in. 3 in. 60 x 150 lb-in acting in the clockwise direction.

NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Two members, each consisting of a straight and a quarter-circular portion of rod, are connected as shown and support a load P= 135.0 lb at A. P -6 in.- B 3 in.3 in. E] Determine the internal forces at point J. The axial force Fis 38.97 lb 4 lb The shear force Vis 22.5 The bending moment Mis 135 C -6 in. D ФОР K 3 in F 3 in. 3 in. 60 x 150 lb-in acting in the clockwise direction.

Name: NOTE: This is a multi-part question. Once an answer is submitted, you
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.Two members, each consisting of a straight and a quarter-circular portion of rod, are connected as shown andsupport a load P= 135.0 lb at A.P

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.4.10P: A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete...

See similar textbooks

Similar questions

Examine the rod below. It is fixed into a wall at the left hand end. From the wall to point B is 200mm. BC is 200mm long and CD is 200mm long. (Centreline to centreline distances). Point A lies on the positive Y-axis on a cross section halfway along BC. Three forces are applied at D. P=221.6, your individual load, is parallel to the z-axis. 400N is parallel to the y-axis and 200N is parallel to the x axis. The rod is a tube with an 80mm outer diameter and a wall thickness of 5mm. What is the net sigma (s) and the net tau (t) at Point A? Show all your working. Make sure you clearly indicate the direction/sign of each stress you calculate.
! Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. In the given figure, the bent rod ABEF is supported by bearings at C and D and by wire AH. The portion AB of the rod is 250 mm long, and the load W is 540 N. Assume that the bearing at D does not exert any axial thrust. y A 250 mm 50 mm 30° 300 mm H 50 mm Determine the tension in wire AH. The tension in wire AH is F N. W D (You must provide an answer before moving on to the next part.) 250 mm
y Courses E This course EHide block What are the magnitude (F) and the location measured from end A (d) of the equivalent resultant force of the triangular distributed load in the figure below. 5 m 3 m Wo = 7 kN/m %3D A TT Select one: a. F= 10.5 KN ; d= 6 m b. F= 6 KN ; d= 6.5 m c. F= 21 KN; d= 6 m d. F = 6 KN; d = 1 m
1. A tripod shawn supports of note that ball and rocket joints are used to mount the tripuod a load P=1000N at point A. Take at points B,D, and C. consider the t LI L 2 L2: 4 L3 : 3 A : 45° g :30° %3D on x-z plane L2 POINT C (2,-2,3) C0,0,0) ミー- Determine the ff Force of AB - N Force of AC - N Force of AD : N
1. For the frame and the loading shown to the right: a) Draw the free body diagram of the entire frame and the free body diagrams for all the components of the frame. Identify any two-force members and use this information in your calculations. Draw and label all forces. b) Find all the forces in member ABC. Ans: Ar = 4.5 kips , Ay =5 kips , Bx = 2.25 kips →, Cx = 2.25 kips →, Cy = 5 kips T (By the way, F, = 5 kips T and FBE = 2.25kips (T)) C 4.5 kips 6 ft D 6 ft %3D %3D 6 ft %3D AO %3D ВЕ F 10.8 ft
A force of 100 lb is applied to the frame shown in the Figure below. Calculate the load in member BE. 2' | 2' |2' 100 lb D 8' 4' (A 3' 3 3.
1. Find the internal force of member EG, FH, and FG using method of sections. 0.866 m 3KN 5 @ 1m
3. A steel bar is 900 mm long: its two ends are 40 mm and 30 mm in diameter and the length of each rod is 200 mm. The middle portion of the bar is 15 mm in diameter and 500 mm long. If the bar is subjected to an axial tensile load of 15 kN, find its total ex tension Take E 200 GPa. a. 0.2454 mm b. 0.5162 mm C. 0.3524 mm d. 0.1426 mm
* Required For nos. 38-40, satisfy the conditions of the given problem below: The internal drag truss of the wing of a light airplane is subjected to the forces shown in Determine the force in figure 3. each member, and state if the members are in tension or compression. 38. Load on member BC * 1 point H 0.61 m 0.61 m- 0.61 m 356 N O A. 579.23 N (T) B. 579.32 (C) O C. 580.20 N(T) D. 580.20 N (C) 356 N 0.61 m -0.46 m- 267 N 178 N
Problem # 23. fowe for x applied Connection. the reaction forces if a 40-kN force on the Ateel rod, rear and fow ards the Given: aoteel rod alloy aluminum alboy 40 30 Cm Aleel nod has -em diameter A 40 cm lona wherein diameter Young a moduluad of steel = 200 6Pa tounga modulua of aluminum = \20 6 Pa The poda are attached to gether and both^ are Constrainedo. alloy a 30- em long alliminum alloy with D.5 cm A Connectud on ts end. sidera
A force of 100 Ib is applied to the frame shown (See the Figure below). Calculate the load in member CE. 2' 2' 2' 100 lb 8' В 4' G 3' 3'
A new art exhibit featuring mobile works is going up in the Norwalk, CA area. One art work is shown in the figure below. A 105 N uniform beam is pinned to the ground by a pivot. The beam is supported by a cable (attached 3/5 from the bottom of the beam) to allow for each of the shoes to hang freely. Each individual shoe has a weight of 7.5 N. 10 WALL FLOR (a) ( If one shoe is attached 1/7 of the way up the beam and another shoe is attached 5/8 of the way up the beam, with e, = 70.1° and e, 30.1°, what is the tension in the cable, in newtons? %3! %3D (b) What is the x-component of the force, in newtons, that the pivot exerts on the bottom of the beam? (c) O What is the y-component of the force, in newtons, that the pivot exerts on the bottom of the beam?