Name _______________________________________
Student # ___________________ Section # ________
CIVE 1150: ENGINEERING MECHANICS: STATICS
University of Toledo – Department of Civil Engineering
Final Exam, Fall 2005
Select the best answer to each question. Closed book and closed notes.
Do your own work; cheating is punishable by failing the course.
Note that the origin of the coordinate axes is in the lower left corner.
Note there is a hole in the plate.
The plate is homogeneous and has a constant thickness.
Determine the least raduis of gyration.
Y
24 mm
Solid
100 mm
Solid
36 mm
Hole
Solid
160 mm
Solid
X
0
18 mm
40 mm
42 mm
100mm
( OVER )
Name _______________________________________
Student # ___________________ Section # ________
Statics - Final Exam -
Fall 2005
The simply supported beam is loaded as shown below.
Ignore the self weight of the beam.
Obtain the external reactions.
Obtain the Shear and Bending Moment diagrams for this beam.
Clearly indicate:
- maximum shear and its location
- maximum moments (positive and/or negative) and
their locations
- slopes for linear portion of curves
- equations for 1st order or higher curves
- order of the curves or lines
4000 Lb/Ft
A
B
6 ft
9 ft
C
5 ft
x
0
( OVER )
Name _______________________________________
Student # ___________________ Section # ________
Statics - Final Exam -
Fall 2005
The simply supported truss is loaded as shown below.
Ignore the self weight of the truss.
Obtain the external reactions.
Find the internal forces in the following members
(indicate Compression or Tension).
- BD
- BE
- CE
- IJ
12K
12K
12K
D
F
12K
12K
H
B
J
3 ft
A
L
C
2 ft 4 ft
E
G
4 ft
I
4 ft
( OVER )
.
K
4 ft
2 ft
Name _______________________________________
Student # ___________________ Section # ________
Statics
- Final Exam -
Fall 2005
The frame is loaded as shown below. Ignore the self weight.
Find the forces acting on the following members
(indicate direction).
( OVER )
.