6-40. The compound beam is fixed supported at C and supported by rockers at A and B. If there are hinges (pins) at D and E, determine the components of reaction at the supports. Neglect the thickness of the beam. 900 lb 400 lb A 300 lb 2 ft B D —6R——¶Ñ—4R-——AR¬ -6 ft 4 ft 4 ft 4 ft· E D 2 ft Prob. 6-40 650 lb 13/12 2 ft C -8 ft- 4

6-40. The compound beam is fixed supported at C and supported by rockers at A and B. If there are hinges (pins) at D and E, determine the components of reaction at the supports. Neglect the thickness of the beam. 900 lb 400 lb A 300 lb 2 ft B D —6R——¶Ñ—4R-——AR¬ -6 ft 4 ft 4 ft 4 ft· E D 2 ft Prob. 6-40 650 lb 13/12 2 ft C -8 ft- 4

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.5.37P: The inclined beam represents a ladder with the Following applied loads: the weight (W) of the house...

See similar textbooks

Similar questions

Problem Statement Based on Problem 5-74 from the textbook. The bend rod is supported at A, B, and C by smooth journal bearings. Determine the components of reaction at the bearings if the rod is subjected to the force F. The bearings ar ein proper alignment and exert only force reactions on the rod. F=815m d=1.00m e=1.90 m f=2.20 m 30° 60° B d f 0.75 m
Problem Statement Based on Problem 5-74 from the textbook. The bend rod is supported at A, B, and C by smooth journal bearings. Determine the components of reaction at the bearings if the rod is subjected to the force F. The bearings ar ein proper alignment and exert only force reactions on the rod. F= 815 N e= 1.95m d= 1.00 m f= 2.20 m 30° 60° F B d f 0.75 m
The compound beam is pin - supported at C and supported by rollers at A and B. There is a hinge (pin) at D. Determine the components of reaction at the supports. Neglect the thickness of the beam. 8 kip 12kip 15 kip ft 8 ft- 8 ft 8 ft 4 kip 4 it 2 ft
Determine the reactions at A and B for the beam subjected to the couples and distributed load. At x = 0, the distributed load is increasing at the rate of 9 lb/ft per foot. Assume a = 5 ft, b = 20 ft, w₁ = 150 lb/ft, w₂ = 420 lb/ft, M₁ = 2630 lb-ft, M₂ = 1640 lb-ft. M₁ W | w = ko+k₁x + k₂x² potiu ·a+ b B W₂ M₂ -X
Based on Problem 5-11 from the textbook. Determine the reactions at the supports. w=420 b= 2.9 m a= 3.4 m 4 a W b B
6-34 A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and a mass of 180 kg. Determine the reaction at support A. 2 kN 3 kN-m B -2 m -2 m-
الميكانيك الهندس واجب رقم3 5-13. Determine the components of the support reac at the fixed support A on the cantilevered beam. All problem solutions must include an FBD. 5-10. Determine the reactions at the supports. 5 kN 6 kN 30 2 m 130° A 1.5 m 4 kN 1.5 m-1.5 m- V7.5 KN V4.5 KN Q2 2 m 2 m 2 m Q1 5-11. Determine the horizontal and vertical components of reaction at the pin A and the reaction of the rocker B on the beam. 4 kN 45 -6 m 2 m Q3
5-11. Determine the reactions at the supports. Problem 5-11 5 -3 m 400 N/m -3 m B
Determine the support reaction of the roller at point B given the following loads: = 232 N/m C D = 24 N/m 5m 4m D
A hatch door with a center of mass at G is supported by a cable. Identify the support reactions on the door. U 2m > 2 m Check all the possible support reactions on the door, even if some of them are equal to zero due to the loading given. Make sure the reactions in the set you choose do not depend on each other. B FBA at B along the rod A₂ M₁ MB By Az FAB at A along the rod FBC at B along the cable BC B₂
Determine the support reactions: 3m I 43.8 kN/m, -7.2 m- 29.2 kN/m 222.5 kN Į -3.6 m- -3.6 m-
Determine the support reactions: 4 m + 4 m 150 KN 6 m 25 kN/m -10 m-