0.7 mmFBLC240 mm 300 mmDSITUATION 04The cylinder CD of the assembly shown in Fig. ESS4-TE-004 is heated from 35°C to 160°Cusing electrical resistance. Also, the two end rods AB and EF are heated from 30°C to 65°C. Atthe lower temperature, the gap between C and the rigid bar is 0.7 mm. Rods AB and EF aremade of steel, and each has a cross-sectional area of 160 mm^2. CD is made of aluminum andhas a cross-sectional area of 350 mm^2. The elastic modulus for both the steel and aluminumare 200 GPa, and 70 GPa, respectively. The coefficient of thermal expansion for the steel andaluminum are 12.0E-06 / °C and 23.0E-06 / °C, respectively. *Determine the force (kN) in rod AB caused by the increase in temperature of the system.9.

Coefficient of thermal expansion: - It is the property of material which describes the changes in…

Answered: Determine the force (kN) in rod AB…

Engineering

Civil Engineering

Determine the force (kN) in rod AB caused by the increase in temperature of the system.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.2.4P

See similar textbooks

Similar questions

A copper (E - 100 GPa, a - 16.8×10-6/°C] rod (2) is placed within a steel (E - 200 GPa, a - 11.8x10-6/°C] tube (1) of the same length. The two components are connected at each end by pins that pass through both the tube and the rod. The outside diameter of the steel tube is D; - 96 mm, its inside diameter is d; - 75 mm, and its cross-sectional area is A, - 2821 mm?. The diameter of the solid copper rod is dą - 45 mm, and its cross-sectional area is Ag = 1591 mm?. Calculate the normal stress in the copper rod if the temperature of the entire assembly is raised by 56°c. Steel Tube (1) Copper Rod (2) Pin Pin Answer: 02- MPa
NEED ANSWERSSS
Please I need you to draw the influence line of all of the following: Reaction at D: RD Reaction at F: RF Shear at E: VE Moment at E: ME
Locate the centroid of the plate area. bus ments 2m Ssors ourses 1 m 2 m- -3 m- m ET210 Statics Bodies 7021
Determine support reaction
The picture belower consist. pt a steel (E₂ -2000Pa and As = 1500mm ² brass ( EB = 100 Gla and AB = 2000 mind) di an almiminaret Ав a and a Aluroinum [ EA₁ = 73 GPa | AA1 = 1500 mm ² ) rod. between each rod exists a non-deformable rigid plate. The rods are stress free at 25°C. If the coefficient of thermal expansion for stoot is taken - 6 [m/m=c} at dg = 13.106 [m/m°c ] ds ав 19x10`6 [m/m-ic] α = 2²4,40 ² 18 = 19x10 AL 360°C. Find reactionary forces at A_ and _D__Considering RA = Rai and Rp = - Rp₁ ? Also find the deflection of plate B. -Roi 1 and temperature increased to A steel 1.5 m в Brass IM t D Aluminum 1.5m F₂ Fall
Call KOREK A" KOREK ۳۶ من ۳۸ Q3: A rigid beam ABCD is supported as shown. Initially and at room temperature the beam is horizontal and carries no load. Calculate the force in the rods when the temperature of aluminum rod only is raised by 120°C. Steel Wire A- 50 mm E- 200 Gpa L=2 m Brass Rod A- 300 mm E-83 Gpa L=2 m a- 19um/m'c Gap=2mm a- Rum/m Aluminum Rod A= 400 mm E- 70 Gpa L= 3 m a- 23umim c Imimim جاي أول العام )مهم( Civil Eng. 2 6:40p äc lull 21.12.24
A high-density polyethylene [E = 135 ksi and a = 69 x 10-6/°F) block (1) is positioned in a fixture. The block is 2.1 in, by 2.2 in. by 36 in. long. At room temperature, a gap of 0.1 in. exists between the block and the rigid support at B. Assume L₁- 36 in and A = 0.1 in. Determine: (a) the normal stressa in block (1) caused by a temperature increase of 70°F. (b) the normal strain e in block (1) at the increased temperature. Answers: (a) a = (b) = i B 277.05 A LA psi. pc.
Drive an expression for the total extension of the bar of circular cross-section as shown when it's Subjected to an axial tensile lead (P).
i need the answer quickly
Find the stress in each rods. The 300 mm x 300 mm santrir m 2 m P-30 kN Steel L-0.5m E-200 GP A-500 m 1.5m Bronze L-2m E-70 GPa A-300 mm²
1. Determine the design strength of the tension member and connection system shown below. The tension member is a 100mmX10mm thick plate. It is welded to a 15 mm thick gusset plate. Use Fy=250 MPa and Fu=400 MPa. Use E70 electrodes and case 4 for the value of U. t= 15 mam wi6mm 100 mm x 10 mm 125 un 12 m 12 na 125 mu