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The given overhanging beam is loaded as shown. Use E = 10 GPa andl = 1.5 x 10^6 %3D mm^4 250 N/m 2100 N-m A/ JE B De + 2 m ++ 2 m + 2 m →+ 2 m C.

The given overhanging beam is loaded as shown. Use E = 10 GPa andl = 1.5 x 10^6 %3D mm^4 250 N/m 2100 N-m A/ JE B De + 2 m ++ 2 m + 2 m →+ 2 m C.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The given overhanging beam is loaded as shown. Use E = 10 GPa andl = 1.5 x 10^6 %3D mm^4 250 N/m 2100 N-m A JE B De + 2 m + 2 m + 2 m →+ 2 m te zm Determine the value of constant of integration C2 (in N-m^2). * Determine the value of constant of integration C1 (in N-m^2). * Write the slope equation of the elastic curve (in N-m^2). *
Transcribed Image Text:The given overhanging beam is loaded as shown. Use E = 10 GPa andl = 1.5 x 10^6 %3D mm^4 250 N/m 2100 N-m A JE B De + 2 m + 2 m + 2 m →+ 2 m te zm Determine the value of constant of integration C2 (in N-m^2). * Determine the value of constant of integration C1 (in N-m^2). * Write the slope equation of the elastic curve (in N-m^2). *
Write the deflection equation of the elastic curve (in N-m^3). * Determine the location of the maximum deflection from the left support (in meters). * Determine the maximum deflection (in mm). * Calculate the slope of the elastic curve over the right support. * Calculate the deflection (in mm) at the right end of the overhanging beam. *
Transcribed Image Text:Write the deflection equation of the elastic curve (in N-m^3). * Determine the location of the maximum deflection from the left support (in meters). * Determine the maximum deflection (in mm). * Calculate the slope of the elastic curve over the right support. * Calculate the deflection (in mm) at the right end of the overhanging beam. *
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