Given a horizontal beam AB with two supports A and B is subjected to an external distributed load w=100N/m, and two bending moments M, 50N.m and M2-200N.m as shown in the following figure. M₁ A W 1 m 4 m 2 m a) The force due to distributed load wis b) The resultant force of the equivalent system is M2 B N located m measured from A. N downward located m measured from A. A fixed support is subjected to three forces as shown below F=4kN 30 F=4kN 30 F=5kN The force vector F2 in KN is represented as The magnitude of the resultant force in KN is 2i+4j 2i+3.464j 3.464i +2i 4i+2j 9.7 7.8 4.97 12.3 Activate Windows mations to activate Windows

Given a horizontal beam AB with two supports A and B is subjected to an external distributed load w=100N/m, and two bending moments M, 50N.m and M2-200N.m as shown in the following figure. M₁ A W 1 m 4 m 2 m a) The force due to distributed load wis b) The resultant force of the equivalent system is M2 B N located m measured from A. N downward located m measured from A. A fixed support is subjected to three forces as shown below F=4kN 30 F=4kN 30 F=5kN The force vector F2 in KN is represented as The magnitude of the resultant force in KN is 2i+4j 2i+3.464j 3.464i +2i 4i+2j 9.7 7.8 4.97 12.3 Activate Windows mations to activate Windows

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter1: Introduction To Statics

Section: Chapter Questions

Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...

See similar textbooks

Similar questions

For the force system shown in figure below, the resultant of the force systemis _ N. 6ON Y 20" 175 N 35 x 18 B0 N 200 N
A docs.google.com/forms/d/e/1FAlpQLSef : مطلوب Untitled Se F1 -5 kN F2 = 13 kN 0- 45" - 60° F3-4 KN A B 4 m 8 m F4 = 22 kN 30 FS= 4 kN Vhat is the resultant moment of the five forces acting on the rod about point B? D.5 KN.m b) 49.5 kN.m c) 39.1 kN.m d) 18.5 kN.m e) 9.1 kN.m 1) 21.1
The unstretched length of springs AB and AC are 0.8485 m and 3 m, respectively. The weight of the box is 84 N. The system is in equilibrium and the springs are stretched, find the following and show full solutions and fbda) Force in spring AB and force in spring ACb) Resultant force of the systemc) Direction of resultant from the horizontal
A pole OA is subjected to two forces FAB and FAC. The force in cable AB is 3.5 KN. Given FAC -0.948)-2.844k (KN) 5m B 2m 4m 6 m The force FAB (KN) as a vector is represented as The projection of FAC along AB in KN is The angle between AB and AC is 1.098i+ 0.274j-1.648k 0.842i+ 0.561j-2.064k| 0.8421-0.561j-2.064k 1.9211+0.48j-2.884k 2.473 2.017 1.434 1.856 44.87 34.46 51.04 37.65 27
3) Find the forces developed in beams FE, CE, and CD. State whether they're in tension or compression. A 20 № 20cm f B 4444 20cm 20cm 20cm 100 N 3 9 5 20cm с E 20cm 55N
Vibration Engineering Mechanical Engineering
The following diagram corresponds to questions 1 to 3. A beam rests on two sharp edges as shown on the image. The beam has a length of 7,50 m and a mass of 4,25 kg. Object 1 has a mass of 1,50 kg; object 2 has a mass of 2,35 kg. Point P is 0,50 m form the center of the beam. d 2 Pl CG 1. How much is the torque done by object 1 around point P? A. 55,2 N*m B. 7,36 N*m С. 62,5 N*m D. Object 1 doesn't exert a torque.
5 kN/m 2 kN/m A 4 m- 2 m What is the magnitude of the resultant force equivalent the distributed load applied to this beam (kN)?
A beam is subjected to some couple moments as shown in the figure and parameter table. With counter-clockwise as positive, what is the resultant couple moment? F₁ 1 parameter L₁ L2 L3 F₁ F2 0 1 value 3 2 0.75 175 125 70 The resultant moment is F₁ 1 units ft ft ft lb lb O Ө Ꮎ 080 BY NO SA 2021 Cathy Zupke CC F₂ F₂ lb-ft
F1 F2 A F4 Consider the following values: - F5 a -7 m; b - 3 m; a -7 m; d - 3 m; F1 3 kN; F2 - 11 KN; F3 - 2 kN; F4 - 20 kN; F5 - 2 kN; a= 30°, e= 60°, B= 30° 1) What is the resultant moment of the five forces acting on the rod about point A? a) 90.8 KN.m m.220ט e) 14.6 KN.m d) 55.9 kN.m e) 21.6 kN.m H 61.3 KN.m 2] What is the resultant moment of the five forces acting on the rod about point B? a) 77.8 KN.m b) 25.7 kN.m ) 38.6 kN.m d) 18.9 KN.m e) 37.9 KN.m ) 84.2 KN.m 3] What is the resultant moment of the five forces acting on the rod about point C? )35.7 kN.m b) 21.1 KN.m ) 714.6 kN.m d) 69.1 kN.m *) SL4 kN.m 0 85.3 N.m 4] What is the resultant moment of the five forces acting on the rod about point D? a) 17.8 KN.m b) 55.7 kN.m ) 44.6 kN.m d) 18.9 kN.m e) 21.5 kN.m 0 30.1 kN.m 5] What is the moment of the force F2 about point E? ) 64.6 kN.m a) 81.7 kN.m b) 78.1 kN.am d) 73.1 KN.m e) 54.6 kN.m H 61.3 kN.m
F1 F2 a F3 b F4 D Consider the following values: - F5 a 12 m: b 10 m; c = 10 m; d 8 m; F1 = 6 kN; F2 7 kN; F3 = 8 kN; F4 = 9 kN; F5 = 10 kN; a = 30°, 6= 45°, B= 60° 1] What is the resultant moment of the five forces acting on the rod about point A? a) - 111.6 kN.m b) 112.6 kN.m e) - 184.6 kN.m d) - 109.6 kN.m e) - 104.1 kN.m ) None of them 2] What is the resultant moment of the five forces acting on the rod about point B? a) -95.8 kN.m b) 42.7 kN.m e) 80.9 kN.m e) 51.8 kN.m ) None of them d) 10.9 kN.m 3] What is the resultant moment of the five forces acting on the rod about point C? a) 32.6 kN.m b) - 21.1 kN.m c) 17.4 kN.m d) - 16.5 kN.m e) 15.6 kN.m f) None of them A.
The following diagram corresponds to questions 1 to 3. A beam rests on two sharp edges as shown on the image. The beam has a length of 7,50 m and a mass of 4,25 kg. Object 1 has a mass of 1,50 kg; object 2 has a mass of 2,35 kg. Point P is 0,50 m form the center of the beam. CG 1. How much is the torque done by object 1 around point P? A. 55,2 N*m B. 7,36 N*m C. 62,5 N*m D. Object 1 doesn't exert a torque. 2. How much is the torque done by the force of gravity of the beam around point P? A. 20,8 N*m N-m ך177 .B C. 156 N*m D. 313 N*m 3. If you needed to cancel the nomal forces of the two objects, where you should place object 2? The axis of rotation is point P. A. 3,30 m from point B. 9,18 m from point P C. 5,69 m from point P D. 3,62 m from point P