2005 Pearson Education South Asia Pte Ltd TUTORIAL-1 : UNIAXIAL LOAD 1 PROBLEM-1 1 m P A composite...
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Transcript of 2005 Pearson Education South Asia Pte Ltd TUTORIAL-1 : UNIAXIAL LOAD 1 PROBLEM-1 1 m P A composite...
2005 Pearson Education South Asia Pte Ltd
TUTORIAL-1 : UNIAXIAL LOAD
1
PROBLEM-1
1 m
P
A composite A-36 steel bar shown in the figure has 2
segments, AB and BC. Cross-sectional area of AB is
500 mm2 and BC is 400 mm2. The Young’s modulus of
the steel bar is 210 GPa. The bar is subjected to an
axial force P = 20 kN. Determine:
1) Displacement of point C relative to A.
2) Normal strain in each segment.
3) Normal stress in each segment.
1.25 m
A
B
C
2005 Pearson Education South Asia Pte Ltd
TUTORIAL-1 : UNIAXIAL LOAD
2
PROBLEM-2
A steel bar shown in the figure has 2 segments, AB and BC. Cross-
sectional area of each segment is 500 mm2.The Young’s modulus of
the steel bar is 210 GPa. The bar is subjected to two axial forces;
P1 = 10 kN is acting at point A and P2 = 15 kN is acting at point B.
Determine:
1) Displacement of point A relative to C.
2) Normal strain in each segment.
3) Normal stress in each segment.
2005 Pearson Education South Asia Pte Ltd
TUTORIAL-1 : UNIAXIAL LOAD
3
PROBLEM-3
Composite A-36 steel bar shown made from two segments AB and BD. Area AAB = 600 mm2
and ABD = 1200 mm2. Young’s modulus is 210
GPa.
Determine:
1) Displacement of end A relative to D
2) Displacement of B relative to D.
3) Stress and strain in each segment.
2005 Pearson Education South Asia Pte Ltd
TUTORIAL-1 : UNIAXIAL LOAD
4
PROBLEM-4
The hanger assembly is used to
support a distributed loading of
w=16kN/m. Determine the average
stress in the 12-mm-diameter bolt
at A and the average tensile stress
in rod AB, which has a diameter of
15 mm. If the yield shear stress for
the bolt is ty = 180 MPa, and the
yield tensile stress for the rod is
sy = 275 MPa, determine factor
of safety with respect to yielding in
each case.
1 m
4/3 m 2/3 m
w
A
B
C
2005 Pearson Education South Asia Pte Ltd
TUTORIAL-1 : UNIAXIAL LOAD
5
The assembly consists of three titanium rods and
a rigid bar AC. The cross-sectional area of each rod
is given in the figure. If a force of 30 kN is applied to
the ring F, determine the horizontal displacement of
point F. E = 121 GPa.
PROBLEM-5
2005 Pearson Education South Asia Pte Ltd
TUTORIAL-1 : UNIAXIAL LOAD
6
PROBLEM-6
The assembly shown in the figure consists of an aluminum tube AB
having a cross-sectional of 400 mm2. A steel rod having a diameter of
10 mm is attached to a rigid collar and passes through the tube. If a
tensile load of 80 kN is applied to the rod, determine the displacement
of the end C of the rod. Take Est = 200 GPa and Eal = 70 GPa.
2005 Pearson Education South Asia Pte Ltd
TUTORIAL-1 : UNIAXIAL LOAD
7
PROBLEM-7
1 m 1 m
Aluminum rodSteel rod
The assembly shown in the figure consists of a steel rod BC and an
aluminum rod CD. The cross-sectional of aluminum rod 900 mm2 and
for the steel rod is 400 mm2. A force P = 20 kN is applied to the rod at
C. If Est = 210 GPa and Eal = 70 GPa, determine:
1. Reaction force at B and D, respectively
2. Displacement of point C.
3. Stress in each rod.