ECVL305:GEOMATICS
HOMEWORK#2
1- On a large lake without waves, how far from shore is a sailboat when the top
of its 20-ft mast disappears from the view of a person lying at the waters
edge?
2- In trigonometric leveling from point A to point B, the slope d
1. For the following data, compute the horizontal distance for a recorded slope
distance AB:
a. AB = 2540.450 ft, slope angle = +52028
b. AB = 1486.793 m, difference in elevation A to B = -15.468 m.
Q1
AB
slope Angle
H_AB
2540.45
5.341111
2529.42
AB
D_elv
1- On a large lake without waves, how far from shore is a sailboat when the top
of its 20-ft mast disappears from the view of a person lying at the waters
edge?
h = 20 ft
d = 1000 20/0.0206 = 31158.85 ft
d = 31158.85 / 5280 = 5.9 mi.
2- In trigonometric
EMEC 210 Structure and Properties of Materials w/ Lab
Semester Year
Department of Mechanical Engineering
School of Engineering
American University in Dubai
LAB 6 PIEZEOELECTRIC BIOMORPH ACTUATOR
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Structural Analysis I ECVL 360
Exam #2
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SCHOOL OF ENGINEERING AUjD
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Structural Analysis I ECVL 360
Midterm Exam
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Structural Analysis I - ECVL 360
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SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #6
Due Tuesday 5/6/2012
Indeterminate Beams: Flexibility method, three-moment equation
1) Perform structural analysis to find the reactions for the
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #4
Deflection: Double integration method, moment-area theorems, conjugate beam method
Due Thursday 24/5/2012
1) Using the double integration method
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SCHOOL OF ENGINEERING
DEPARTMENT or CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework //2
Loads on members and tributary areas
Due Sunday 20/5/20l2
l. Determine the selfw
SCHOOL OF ENGINEERING
AMERICAN
DEPARTMENT OF CIVIL ENGINEERING Umgggg"
Name: Kg? é Number:
Structural AnalySis I ECVL 360
Exam #2
0 Write legibly and with pencil.
- Do not write anything on the back of the paper.
0 You are not allowed to use or to
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #7
Due Sunday 10/6/2012
Indeterminate frames and trusses: Flexibility (Compatibility) method
1) Using the compatibility method analyze the frame sh
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #8
Due Thursday 14/6/2012
Indeterminate beams and frames: Moment distribution method
1) Using the moment distribution method analyze the beam shown
SCH
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DEPAR
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O
E
RING
ECVL 360 St
tructura Analy I
al
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Summ I 20
mer 012
Homework #3
Drawing shear and bending mo
g
oment diagr
rams
Due Su
unday 20/5/2 012
Draw axi force, she force, and bending moment
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #2
Loads on members and tributary areas
Due Sunday 20/5/2012
1. Determine the self-weight of the concrete beam having the cross-sectional area show
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #1
Wind load
Due Tuesday 15/5/2012
1. The enclosed building shown is a hospital (I = 1.15) and is located in Dubai on flat terrain
(exposure catego
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #5
Due Sunday 3/6/2012
Deflection: Real and virtual work
1) Using the real work method determine the rotation at midspan. EI is constant.
30 kN-m
A
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #6
Due Tuesday 5/6/2012
Indeterminate Beams: Flexibility method, three-moment equation
1) Perform structural analysis to find the reactions for the
SCHOOL OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
ECVL 360 Structural Analysis I
Summer I 2012
Homework #4
Deflection: Double integration method, moment-area theorems, conjugate beam method
Due Thursday 24/5/2012
1) Using the double integration method
ECVL305:GEOMATICS
HOMEWORK#1
1. What is the primary objective of professional surveying licensure?
2. Describe the required procedures to become a registered professional
surveyor in USA, UK, and UAE.
3. Convert the following measures from their given uni