STUDY LESSON:-4 [CIVIL ENGINEERING]
For Competitive exams/Railway jobs/Semester exam/Self Study Purpose
1. Transverse fillet welds are designed for the purpose of ______________
2. The center to center distance two consecutive rivets in ______________
3. The shear stress at center of circular shaft under Torsion is _____________
4. A Leaf spring is supported on the ______________
5. The relation between Modulus of Elasticity (E) and Moment of Inertia (I) is known as a ________________
6. A beam supported at more than two Places is known as __________
7. A Pressure vessel is solid to be thin walled when the ratio of internal diameter of the vessel and wall thickness is ____________
8. If a column fails due to buckling it is likely to be a ___________
9. The cross-section of the beam should be ______________ to get the Plastic moment of a beam to be 50% more than the maximum elastic moment.
10. Shear Stress on mutually perpendicular planes are ______________
Note:- Try to attain yourself first then check for the answers...
Answers:-
1. Tensile Strength
2. Pitch
3. Zero
4. Center and loaded at the ends
5. Flexural Rigidity
6. Continuous Beam
7. 100mm
8. Long column
9. Rectangular
10. Equal
3. The shear stress at center of circular shaft under Torsion is _____________
4. A Leaf spring is supported on the ______________
5. The relation between Modulus of Elasticity (E) and Moment of Inertia (I) is known as a ________________
6. A beam supported at more than two Places is known as __________
7. A Pressure vessel is solid to be thin walled when the ratio of internal diameter of the vessel and wall thickness is ____________
8. If a column fails due to buckling it is likely to be a ___________
9. The cross-section of the beam should be ______________ to get the Plastic moment of a beam to be 50% more than the maximum elastic moment.
10. Shear Stress on mutually perpendicular planes are ______________
Note:- Try to attain yourself first then check for the answers...
Answers:-
1. Tensile Strength
2. Pitch
3. Zero
4. Center and loaded at the ends
5. Flexural Rigidity
6. Continuous Beam
7. 100mm
8. Long column
9. Rectangular
10. Equal
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