PF600 mm2P2PAEC400 mmBD- The assembly consists of two 12.05 mm-diameter A992 steel rods AB and CD, a 20-mm-diameter 6061-T6 aluminum rod EF, and a rigid bar AEC. If P = 11.52 kN- determine the displacement of F.- Find the displacement of point F if the system is subjected to a change intemperature AT = 9.5 C. Only consider the change in temperature.

Steel roads AB and CD Length, L1 =400mm Diameter, d1=12.05mm Young's modulus, E = 200GPa…

P F 600 mm 2P 2P A E C 400 mm B D - The assembly consists of two 12.05 mm-diameter A992 steel rods AB and CD, a 20-mm- diameter 6061-T6 aluminum rod EF, and a rigid bar AEC. If P = 11.52 kN www - determine the displacement of F. - Find the displacement of point F if the system is subjected to a change in temperature AT = 9.5 C. Only consider the change in temperature.

P F 600 mm 2P 2P A E C 400 mm B D - The assembly consists of two 12.05 mm-diameter A992 steel rods AB and CD, a 20-mm- diameter 6061-T6 aluminum rod EF, and a rigid bar AEC. If P = 11.52 kN www - determine the displacement of F. - Find the displacement of point F if the system is subjected to a change in temperature AT = 9.5 C. Only consider the change in temperature.

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

A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P 7 kN, Determine the axial deformation of tapered rod 2 (in mm). Indicate negative sign if compression. 5P E-160 EPa 3P E-200 GP gomm o mm somm mm 30 mm 30 m 30 mm 80 mm
A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P = 7 kN, Determine the axial deformation of tapered rod 2 (in mm). Indicate negative sign if compression. 5P 3P E-10 GPa E-200 GPa 80mm 3o mm 30 mrm 80 mm 30 mm 30 m
Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P = 7 kN, Determine the axial deformation of tapered rod 2 (in mm). Indicate negative sign if compression. 1 5P E-200 GP 3P 3M 80mm 30 mm a0 mm 80 mm 30 mm 30 mm
135 mm 85 mm σ, = -58 MPa E = 105 GPa D = 0.33 Beer & Johnston & DeWolf & Mazurek 2.86 (a) For the axial loading shown, determine the change in height and the change in volume of the brass cylinder shown. (b) Solve part a, assuming that the loading is hydrostatic with Ox= Oy = O₂ = -70 MPa
TNT a 8 95% D7:20 Q44 D137 PROBLEM SET NO. 1_STRESS ANALYSIS_SIMPLE STRESS.pdf 1. As shown below, two pneumatic cylinders are used to control the motion and displacement of the device arm ABC. Assuming that the control rods attached at A and D each have a 20-mm diameter and happen to be parallel in the positicn shown. Solve for the average normal stress in (a) member AE, [b) member DG if the applied load at point Cis 800 N. 150 mm G00 m
A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P-7 kN, Determine the total axial deformation (in mm). Indicate negative sign if compression. 5P E-160 GPa + 39 E-200 GP 30 mm 30 mm 30 mm 80 mm 30 mm
Two rods of diameter d = 3 in are joined together: a C83400 brass rod, and a %3D 2014-T6 aluminum rod. The length of the brass rod is L1 = 2 ft, and the length of the aluminum rod is L2 = 3 ft. A force of magnitude F = 422 Ibf is %3D %3D %3D exerted on the assembly at a distance of L ft from A. Determine the magnitude of the reaction force at A. Express your answer in Ibf. B. F L2
A rigid bar ABCD is supported by two bars as shown in the figure. There is no strain in the vertical bars before load P is applied. After load P is applied, the normal strain in rod (1) is -1350 µm/m. Determine the normal strain in rod (2) if there is a 1-mm gap in the connection at pin C before the load is applied. A 240 mm B (1) O 1281 um/m O 1877 µm/m O 1141 µm/m O 1358 µm/m O 999 µm/m 360 mm (2) Rigid bar 900 mm C 140 mm, 1,500 mm
G6//The light rigid bar ABCD shown in Figure is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load after the load P 20 KN is applied. Steel L=2m A=250mm 4m E=200Mpa Aluminum L=2m A=500mm 2m 2m E-72Mра P=20KN
The assembly consists of three titanium (Ti-6A1-4V) rods and a rigid bar AC. The cross-sectional area of each rod is given in the figure. If a force of 60 kip is applied to ring F and the allowable stress of the material is 67 ksi, determine the cross-sectional area of each rod and the horizontal displacement of point F. B AAB = a in² E 6 ft -1 ft2 ft- AEF 2a in² 2 ft FO 60 kip D ACD= 1.5a in² C
The A-36 steel rod has a diameter of 54mm and is attached firmly to the rigid supports A and B when the initial temperature is at 70°C. If the temperature becomes 11° and an axial force of 208kN is applied to its center, determine the reaction at A (kN). a = 12x10^-6 m/(m/°C) ; E = 200GPa ; L = 0.59m. Final answer should have two decimal places
The assembly consists of three titanium (Ti-6A1-4V) rods and a rigid bar AC. The cross-sectional area of each rod is given in the figure. If a force of 60 kip is applied to the ring F, determine the horizontal displacement of point F.