The rigid bars AB and CD are supported by pins at A and D. The vertical rods are made of aluminum and bronze. Determine the vertical displacement of the point where the force P = 10 kips is applied. Neglect the weights of the members. Aluminum L= 3 ft A=0.75 in. E= 10x 10 psi Bronze A0.25 in.? E= 12x 10 psi D. 2 n-2 t

The rigid bars AB and CD are supported by pins at A and D. The vertical rods are made of aluminum and bronze. Determine the vertical displacement of the point where the force P = 10 kips is applied. Neglect the weights of the members. Aluminum L= 3 ft A=0.75 in. E= 10x 10 psi Bronze A0.25 in.? E= 12x 10 psi D. 2 n-2 t

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

Use P = 45 kips and cross-sectional area of each member is5.25 in^2.
Determine the forces in the required member of the truss, and state if the members are in tension or compression. All angles are 30, 60 and 90 degrees.What is the reaction at A? THe vertical component at Support F? Horizontal Component at Support F? Force in member BI Force in member Cl Force in member Hl
Determine the force in member DI of the loaded truss. Enter a positive number if in tension, negative if in compression. 2L B 4 m 6L Answer: DI = i 2L D 4 m m 6L E H 4 m AB=BC=CD=DE = EF = FG 2L L F L
PLEASE SOLVE THIS AS SOON AS POSSIBLE HEHE..THANK YOU (STEP BY STEP SOLUTION) SURELY I WILL RATE YOU
Please show your detailed solution. Thanks!
Q.1//The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is applied. The connection at 4 is a pin, and AB is supported on the steel rod BE and the copper rod CF. The length of BE & CF is 250 mm. The cross sectional area of CF is 400 mm, the area of BE is 200 mm. Determine the stress in each of the vertical rods.. The weights of all bars are negligible. For copper E-120 GPa, for steel E-200 GPa. 200 KN A B. 1.5 m 500 mm 500 mm 250 mm steel copper
determine force on members: BC, BD, CD, CE, DE, DF, and EF. (compression is negative and tension is postive).
Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is horizontal. Forces are positive if in tension, negative if in compression. Answer: 6' AC = i AD- DE- i i 700 lb D 6' M lb lb lb
solve the stresses in members DF,DG and EG using method of sections
Q.1//The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is applied. The connection at A is a pin, and AB is supported on the steel rod BE and the copper rod CF. The length of BE & CF is 250 mm. The cross sectional area of CF is 400 mm', the area of BE is 200 mm. Determine the stress in each of the vertical rods . The weights of all bars are negligible. For copper E=120 GPa, for steel E=200 GPa. 200 KN B. 1.5 m 500 mm 11500 mm 250 mm steel сорper
A force P=45 KN is applied to a short section of a steel member of specification W 150 x 24.Determine the maximum distance "a" so that the maximum stress is notexceed 85MPa.
A rigid bar AB' and "CD" as shown are supported by pins at "A" & "C" and two ross. Determine the maximum force 'p' that can be applied as given if it's vertical movement is limited to 5 mm. Neglect the weight of all the members. www A 3m 3m Aluminium P L = 2m, A= 500m² E =70 GPA 3m IB 3m Steel L=2m A= 300m² E = 2006/ D