The given overhanging beam is loaded as shown. Use E = 1.5 x 10^6 psi and I = 40 in^4240 Ib/ft1800 lb-ftAJE+ 6 ft + 6 ft + 6 ft →+ 6 ft →6 ft 6 fta.) Determine the value of constant of integration C2 (in Ib-ft^2).b.) Determine the value of constant of integration C1 (in Ib-ft^2).c.) Write the slope equation of the elastic curve (in Ib-ft^2).d.) Write the deflection equation of the elastic curve (in Ib-ft^3).e.) Determine the location of the maximum deflection from the left support (in feet).f.) Determine the maximum deflection (in inches).g.) Calculate the slope of the elastic curve over the right support.h.) Calculate the deflection (in inches) at the right end of the overhanging beam.B.

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a.) Determine the value of constant of integration C2 (in lb-ft^2). b.) Determine the value of constant of integration C1 (in lb-ft^2). c.) Write the slope equation of the elastic curve (in Ib-ft^2).

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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Question

The given overhanging beam is loaded as shown. Use E = 1.5 x 10^6 psi and I = 40 in^4
240 Ib/ft
1800 lb-ft
A
JE
+ 6 ft + 6 ft + 6 ft →+ 6 ft →
6 ft 6 ft
a.) Determine the value of constant of integration C2 (in Ib-ft^2).
b.) Determine the value of constant of integration C1 (in Ib-ft^2).
c.) Write the slope equation of the elastic curve (in Ib-ft^2).
d.) Write the deflection equation of the elastic curve (in Ib-ft^3).
e.) Determine the location of the maximum deflection from the left support (in feet).
f.) Determine the maximum deflection (in inches).
g.) Calculate the slope of the elastic curve over the right support.
h.) Calculate the deflection (in inches) at the right end of the overhanging beam.
B.

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