Cadcam practical exam sample question paper

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Pune University BE Mech CAD/CAM Practical Exam Question Bank

Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties
Horizontal E = 2.1X105 N/mm2
Vertical and Inclined E = 0.7X105 N/mm2
Q1. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties Cross Sectional Area
Horizontal E = 2.1X105 N/mm2 Area = 3250 mm2
Vertical and Inclined E = 2.1X105 N/mm2 Area = 2000 mm2

Q3. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties Cross Sectional Area
Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2
Vertical and Inclined E = 2.1X105 N/mm2 Area = 2000 mm2
Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties
Horizontal E = 2.1X105 N/mm2
Vertical and Inclined E = 1.1X105 N/mm2

Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties Cross Sectional Area
Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2
Vertical and Inclined E = 2.1X105 N/mm2 Area = 2000 mm2
Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties
Horizontal E = 2.1X105 N/mm2
Vertical and Inclined E = 0.7X105 N/mm2
^^^

Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties Cross Sectional Area
Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2
Vertical and Inclined E = 1.1X105 N/mm2 Area = 1250 mm2
^
Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out
the maximum displacement.
Truss details:
Members Material Properties Cross Sectional Area
Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2
Vertical and Inclined E = 1.1X105 N/mm2 Area = 1250 mm2

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1. Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Horizontal E = 2.1X105 N/mm2 Vertical and Inclined E = 0.7X105 N/mm2 Q1. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Cross Sectional Area Horizontal E = 2.1X105 N/mm2 Area = 3250 mm2 Vertical and Inclined E = 2.1X105 N/mm2 Area = 2000 mm2

2. Q3. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Cross Sectional Area Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2 Vertical and Inclined E = 2.1X105 N/mm2 Area = 2000 mm2 Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Horizontal E = 2.1X105 N/mm2 Vertical and Inclined E = 1.1X105 N/mm2

3. Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Cross Sectional Area Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2 Vertical and Inclined E = 2.1X105 N/mm2 Area = 2000 mm2 Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Horizontal E = 2.1X105 N/mm2 Vertical and Inclined E = 0.7X105 N/mm2 ^^^

4. Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Cross Sectional Area Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2 Vertical and Inclined E = 1.1X105 N/mm2 Area = 1250 mm2 ^ Q2. Using FEA software, list and plot the axial stresses in each member of given truss, also find out the maximum displacement. Truss details: Members Material Properties Cross Sectional Area Horizontal E = 2.1X105 N/mm2 Area = 1250 mm2 Vertical and Inclined E = 1.1X105 N/mm2 Area = 1250 mm2