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IES CIVIL: post #752 — TG.ME

IES CIVIL@IESCIVIL · 3.4K subscribers Open in TelegramOpen

Water Tank

💥💥 @IESCIVIL 💥💥

t.me/IESCIVIL/752

February 22, 2022 7.3K 14

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📝Subject:- Strength of Material ⭐️Imp. One liners:- ❇️Endurance Limit: The stress level below which a material has high probability of not failing under reversal of Stress is known as Endurance limit... OR The stress level at which a material fractures under large no. Of reversals of Stress is called as Endurance Limit... ❇️Ductility:- Amount by which material can be Drawn out in tension before fracture. ❇️Malleability:- Ability of Material to be deformed or spread into different directions. This is usually caused by Compressive forces during Rolling,Pressing & Hammering. ❇️Creep:- Material undergoes additional deformation with passage of time under sustained loading within Elastic limit. ❇️Fatigue:- Deterioration of a material under repeated cycles of Stress or Strain resulting in progressive cracking that eventually produces fracture. ❇️Tenacity:- Property to resist fracture under action of Tensile load. ❇️Toughness:- Ability to absorb Mechanical energy upto failure. ❇️Hardness:- Ability to resist scratch or abrasion. ❇️ Resilience:- Property to absorb energy when it is deformed elastically and then upon unloading to have this energy recovered. ❇️Hooke's Law:- Stress is proportional to Strain (with in proportional limit). ⭐️Note:- 🔶Stress,Strain & Moment of Inertia is Neither Scalar, nor vector but it's a Tensor Quantity.. 🔷Stress is dependent.. 🔶Strain is independent.. ❇️Shear Force at a section is the resultant of all transverse forces to the right or left of section. ❇️Bending Moment is the resultant moment at the Section due to all transverse forces to the left or right of section. 💥Shear Force is different on either side of concentrated load... 💥Bending Moment remains the same on either side of concentrated load.. ❇️The slope of the bending moment diagram is equal to the Shear Force. ❇️The slope of the Shear Force diagram is equal to the Load Intensity ❇️The second derivative of the Deflection is equal to the Curvature. ❇️Point of Contraflexure:- Point where BMD changes sign. (BMD=0 at this section) ❇️Point of Inflection:- Point where deflected shape changes Curvature. (BMD=0 at this section) 💥If the Shear Force at a section of a beam under bending is equal to zero,then the Bending Moment at the Section is :- Maximum Or Minimum 💥💥 @IESCIVIL 💥💥 4K·Jan 1

🛑Creep Coefficient 5.2K·Aug 25

Flowchart of Water Treatment Process 8.4K·Aug 13 https://t.me/+EwZLgJ_x3DwxYTY1 https://t.me/+EwZLgJ_x3DwxYTY1 https://t.me/+EwZLgJ_x3DwxYTY1 https://t.me/+EwZLgJ_x3DwxYTY1 11.7K·Dec 20 📝Subject:- Strength of Material ⭐️Imp. One liners:- ❇️Endurance Limit: The stress level below which a material has high probability of not failing under reversal of Stress is known as Endurance limit... OR The stress level at which a material fractures under large no. Of reversals of Stress is called as Endurance Limit... ❇️Ductility:- Amount by which material can be Drawn out in tension before fracture. ❇️Malleability:- Ability of Material to be deformed or spread into different directions. This is usually caused by Compressive forces during Rolling,Pressing & Hammering. ❇️Creep:- Material undergoes additional deformation with passage of time under sustained loading within Elastic limit. ❇️Fatigue:- Deterioration of a material under repeated cycles of Stress or Strain resulting in progressive cracking that eventually produces fracture. ❇️Tenacity:- Property to resist fracture under action of Tensile load. ❇️Toughness:- Ability to absorb Mechanical energy upto failure. ❇️Hardness:- Ability to resist scratch or abrasion. ❇️ Resilience:- Property to absorb energy when it is deformed elastically and then upon unloading to have this energy recovered. ❇️Hooke's Law:- Stress is proportional to Strain (with in proportional limit). ⭐️Note:- 🔶Stress,Strain & Moment of Inertia is Neither Scalar, nor vector but it's a Tensor Quantity.. 🔷Stress is dependent.. 🔶Strain is independent.. ❇️Shear Force at a section is the resultant of all transverse forces to the right or left of section. ❇️Bending Moment is the resultant moment at the Section due to all transverse forces to the left or right of section. 💥Shear Force is different on either side of concentrated load... 💥Bending Moment remains the same on either side of concentrated load.. ❇️The slope of the bending moment diagram is equal to the Shear Force. ❇️The slope of the Shear Force diagram is equal to the Load Intensity ❇️The second derivative of the Deflection is equal to the Curvature. ❇️Point of Contraflexure:- Point where BMD changes sign. (BMD=0 at this section) ❇️Point of Inflection:- Point where deflected shape changes Curvature. (BMD=0 at this section) 💥If the Shear Force at a section of a beam under bending is equal to zero,then the Bending Moment at the Section is :- Maximum Or Minimum 💥💥 @IESCIVIL 💥💥 15.1K·May 25

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