Use LEFT and RIGHT arrow keys to navigate between flashcards;
Use UP and DOWN arrow keys to flip the card;
H to show hint;
A reads text to speech;
64 Cards in this Set
- Front
- Back
Gauge distance of speciment |
5.65 sqft (A) |
|
Modulus of toughness |
The amount of work required per unit volume to cause failure |
|
Modulus of resilience |
The energy stored per unit volume at elastic limit |
|
Relationship with elastic constants |
|
|
Independent elastic constants for isotropic , orthotropic and anisotropic material |
Isotropic -2 Orthotropic- 9 Anisotropic - 21 |
|
Change in length for uniformly tapering section |
|
|
Deformation due to self weight of body alone |
|
|
Change in length for tapering rectangular section |
|
|
Volumetric strain |
|
|
Modulus of resilience and modulus of toughness from stress strain graph |
1,Modulus of resilience - Area under stress strain diagram upto elastic limit. 2.Modulus of toughness - Area under stress strain graph upto failure
|
|
Plane stress and plane strain examples |
Plane stress - Thin members Plane strain - Retaining walls |
|
Normal and shear stress on a plane |
|
|
Principal stresses and position of planes |
|
|
Maximum value of shear stress and it's plane |
|
|
Radius of gyration |
|
|
CG of trapezoid |
From b |
|
A beam of rectangular section is cut from a circular log of dia d then ratio of h to b for max sextion |
|
|
Shear stress distribution |
|
|
Max shear stress for rectangular, circular , triangular and diamond section |
Diamond -9/8 |
|
Torsion eqn |
|
|
Max power transmitted by circular shaft |
|
|
Angle of twist |
|
|
Power transmitters by shaft |
N is in rpm |
|
Maximum normal stress and shear stress in case of combined bending and torsion case |
|
|
Strain energy due to torsion |
|
|
Moment on fixed support due to sinking of loads |
|
|
Moment on fixed support due to angular rotation of support |
|
|
Shear centre of channel |
|
|
Deflection of closed coil helical spring |
|
|
Shape factor for different sections |
|
|
Length of plastic zone for concentrated load and udl |
|
|
Modular ratio in working stress method |
|
|
Bearing stress |
|
|
Shear strain definition |
|
|
Significants of K |
|
|
Poissons ratio for differnt materials |
|
|
Upper and lower yield point description. |
|
|
Ultimate point significant from stress strain graph |
|
|
Idealized stress-stain diagrams |
|
|
Fatigue strength and Endurance limit |
|
|
Hardness? |
|
|
Brinell Hardness Test? |
|
|
Rockwell Hardness test |
|
|
Vickers Hardness test |
|
|
Strain energy due to direct shear ans torsional syrain |
|
|
Elongation of a conical bar due to self wt |
|
|
Bar of uniform strenth |
|
|
Values of coefficient of thermal expansion |
|
|
Plane strain general eqn |
|
|
Strain rosette arrangements |
|
|
Variation of SF and BM for different loadaings |
|
|
Principal axis of inertia? |
Are defined as those about which product of inertia is zero. |
|
MI of an ellipse |
|
|
Stress relationship between two beams one over another without rigid connection. |
|
|
Equivalent Torque and Moment |
|
|
Maxwell Reciprocal Theorem |
|
|
Rankine formula |
|
|
Straight line formula |
|
|
Secant formula |
|
|
Core of rectangle ang circular sections |
|
|
Strain energy diff equns |
|
|
Strain energy due to bending |
|
|
Propped cantilever results |
|
|
Axial stiffness |
|