Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads asshown. If P- 7 KN, Determine the axial deformation of uniforn bar 1 (in mmi. Indicatenegative sign if compression.5P O3PE-200 GPagomm o mm Z so mm30 mm30 mn30 mm80 mm

Determine the axial deformation of uniform bar 1 in mm

Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P-7 IN, Detemine the axial deformation of uniforn bar 1 in meni, Indicate negative sign if conpression. 5P O E-200 6Pa 3P Bomm po mm Vemm 30 mn 30 mm 80 mm

Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P-7 IN, Detemine the axial deformation of uniforn bar 1 in meni, Indicate negative sign if conpression. 5P O E-200 6Pa 3P Bomm po mm Vemm 30 mn 30 mm 80 mm

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

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Concept explainers

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

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 uniforn bar 1 (in mmi. Indicate
negative sign if compression.
5P O
3P
E-200 GPa
gomm o mm Z so mm
30 mm
30 mn
30 mm
80 mm

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