978-0073398167 Chapter 15 Solution Manual Part 8

subject Type Homework Help
subject Pages 17
subject Words 148
subject Authors David Mazurek, E. Johnston, Ferdinand Beer, John DeWolf

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page-pf1
page-pf2
PROBLEM 15.53 (Continued)
page-pf3
PROBLEM 15.54
For the beam and loading shown, determine (a) the equation of the
elastic curve, (b) the slope at end A, (c) the deflection at the midpoint
of the span.
consent of McGraw-Hill Education.
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PROBLEM 15.54 (Continued)
L
page-pf5
PROBLEM 15.55
For the beam shown, determine the reaction at the roller support when
0
6 kips/ft.w=
page-pf6
[ 0, 0] [ , 0]
0, 0
x y x Ly
dy
xdx
= = = =

= =


PROBLEM 15.56
Determine the reaction at the roller support and draw the
bending moment diagram for the beam and loading shown.
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page-pf8
PROBLEM 15.57
For the cantilever beam and loading shown, determine the slope and
deflection at the free end.
SOLUTION
page-pf9
PROBLEM 15.58
For the beam and loading shown, determine (a) the deflection at C, (b) the slope
at end A.
SOLUTION
page-pfa
PROBLEM 15.59
For the cantilever beam and loading shown, determine the
slope and deflection at point B. Use
200 GPa.E=
SOLUTION
PROBLEM 15.53 (Continued)
PROBLEM 15.54
For the beam and loading shown, determine (a) the equation of the
elastic curve, (b) the slope at end A, (c) the deflection at the midpoint
of the span.
consent of McGraw-Hill Education.
PROBLEM 15.54 (Continued)
L
PROBLEM 15.55
For the beam shown, determine the reaction at the roller support when
0
6 kips/ft.w=
[ 0, 0] [ , 0]
0, 0
x y x Ly
dy
xdx
= = = =

= =


PROBLEM 15.56
Determine the reaction at the roller support and draw the
bending moment diagram for the beam and loading shown.
PROBLEM 15.57
For the cantilever beam and loading shown, determine the slope and
deflection at the free end.
SOLUTION
PROBLEM 15.58
For the beam and loading shown, determine (a) the deflection at C, (b) the slope
at end A.
SOLUTION
PROBLEM 15.59
For the cantilever beam and loading shown, determine the
slope and deflection at point B. Use
200 GPa.E=
SOLUTION

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