3.Required informationTwo horizontal 5.5-kip forces (P) are applied to pin B of the assembly shown. A 0.8-in. diameter pin is used at eachconnection.Pert 1 of 20.5 in.1.8 in.0.5 in.45°1.8 in.CDetermine the maximum value of the average normal stress in link AB.The maximum value of the average normal stress in link AB isksi.

Given:Force = 5.5 kipDiameter = 0.8 in

Answered: Two horizontal 5.5-kip forces (P) are…

Two horizontal 5.5-kip forces (P) are applied to pin B of the assembly shown. A 0.8-in. diameter pin is used at each connection.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

In the figure shown below, determine the reactions on pin B, C, and D.
F1 d F2 E F3 a= 2.9m, b = 2.2m, c = 4.5m, d= 1.2m F=120N, F,= 2400N, 0, = 35°, F;= 500N. For the truss as shown and the loading indicated. 1. Use the method of joints to find the forces in AB and AG. Show the free body diagram for the joint: Olncluded in manual solution ONot made The force in member AB is: N (Tension:+, Compression: -1 The force in member AG is: N [Tension:+, Compression: -) 2. Find the force in members BC, BE, EF using the method of section. Show the free body diagram with required dimensioris and inclinations: Olncluded in manual solution ONot made The force in member EF: N [Tension:+, Compression: -] The force in member BC: N [Tension:+, Compression: -) The force in member BE: N (Tension:+, Compression: -] (Answer upto 1 decimal place for all values)
The slotted arm OA rotates about a fixed axis through O. At the instant under consideration, 0 = 34°, 0 = 43 deg/s, and 0 = 28 deg/s². Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by the sides of the slot to the 0.6-kg slider B. Neglect all friction, and let L = 0.75 m. The motion occurs in a vertical plane. 0 B m
In the figure shown, the frame is supported using a hinge in point A and a røller in point B. The members ACE and BCD are connected by a pin at C and by the link DE. Determine the force in link DE and CD. A 160 mm 480 N 60 mm 80 mm E -150 mm 60 mm 100 mm
The structure shown below is a simplified tower crane. It carries a shipping crate suspended from B that has a weight of 116 kN . The main jib DCB (in green) has a weight of 17 kN concentrated in the center of the beam. This is pinned to the main body at D and is supported by a cable that is routed through pulleys at F and G and is attached to a concrete counterweight J. The main body AEFG (in yellow) is fixed to the ground at A. Various geometry: h1= 26.5 m h2= 3.9 m h3= 5.1 m l1= 12.8 m l2= 17 m l3= 4.3 mm θ= 57.6 degrees Assumptions : The main body AEFG can be considered massless. The cable CFGJ is massless. The pulleys at F and G can be considered massless, frictionless, and of negligible diameter. All bodies are considered rigid. Questions: Determine the weight of counterweight J in order for the main jib DCB to be horizontal. Determine the magnitude of the x and y components of force at pin D. Determine the reactions at fixed support A.
3. Use the method of joints to solve for each of 6 m- 6 m 6 m the bar forces of the truss shown. 1.2 kN 2.4 kN 2.4 kN 1.2 kN 7.5 m 9 m 9 m
Using method of joints, solve for AB, GB,BF.
For number 3, use the method of sections to determine the forces in the members indicated. State whether the member is in tension or compression. y of and for the exclusive use of SLU. Reproduction, storing in a retrieval system, distributing, uploading or posting online, or transmitting in any form or b electronic, mechanical, photocopying, recording, or otherwise of any part of this document, without the prior written permission of SLU, is strictly prohibit 3. Solve for EG, GH, and HJ 1 kN 2 kN 2 kN 2 kN 1 kN H F 0.46 m D 2. 62 m B A. C E G 2.4 m 2.4 m 2.4 m 2.4 m NERSIT SAPIE
1. Calculate the forces in all members of the truss shown using the method of joints. 10,000 lb B 5,000 lb A 10'-0" 20'-0" 12'-0"
(2)+For-the-loaded-frame-shown below, find the magnitude-of-force-exerted-on-each-of-the- connecting-pins-at-B, C, -and-D. 1.6 m- A -1.6 m- m-1 25 kN B D E m 3m