πBasic terms for Mechanics
π§1. Torque or Turning Force
β‘οΈIt is the total amount of force which is required to create acceleration on moving substance.
π§2. Couple
β‘οΈTwo forces those acts on equally, parallely & oppositely on two separate points of same material.
π§3. Moment
β‘οΈIt is the amount of moving effect which is gained for action of turning force.
π§4. Stress
β‘οΈIt is the force that can prevent equal & opposite force.
β‘οΈThat means, it is the preventing force.
β‘οΈIf one force acts on outside of a material, then a reactive force automatically acts to protest that force.
β‘οΈThe amount of reactive force per unit area is called stress.
β‘οΈFor instance:- Tensile Stress, Compressive Stress, Thermal Stress.
π§5. Strain
β‘οΈIf a force acts on a substance, then in that case if the substance would deform.
β‘οΈThen the amount of deformation per unit length of that substance is called strain.
π§6. Spring
β‘οΈIt is one type of device which is being distorted under certain amount of load & also can also go to its original face after the removal of that load.
Its function
βΊi. To store energy
βΊii. To absorb energy
βΊiii. To control motion of two elements
π§7. Stiffness
β‘οΈLoad per unit deflection. The amount of load required to resist the deflection.
π§8. Specific Weight
β‘οΈWeight per unit volume of the fluid.
π§9. Specific Volume
β‘οΈVolume per unit mass of the fluid.
π§10. Specific Gravity
β‘οΈIt is the ratio of specific weight of required substance to specific weight of pure water at 4 degree centigrade temperature.
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π§1. Torque or Turning Force
β‘οΈIt is the total amount of force which is required to create acceleration on moving substance.
π§2. Couple
β‘οΈTwo forces those acts on equally, parallely & oppositely on two separate points of same material.
π§3. Moment
β‘οΈIt is the amount of moving effect which is gained for action of turning force.
π§4. Stress
β‘οΈIt is the force that can prevent equal & opposite force.
β‘οΈThat means, it is the preventing force.
β‘οΈIf one force acts on outside of a material, then a reactive force automatically acts to protest that force.
β‘οΈThe amount of reactive force per unit area is called stress.
β‘οΈFor instance:- Tensile Stress, Compressive Stress, Thermal Stress.
π§5. Strain
β‘οΈIf a force acts on a substance, then in that case if the substance would deform.
β‘οΈThen the amount of deformation per unit length of that substance is called strain.
π§6. Spring
β‘οΈIt is one type of device which is being distorted under certain amount of load & also can also go to its original face after the removal of that load.
Its function
βΊi. To store energy
βΊii. To absorb energy
βΊiii. To control motion of two elements
π§7. Stiffness
β‘οΈLoad per unit deflection. The amount of load required to resist the deflection.
π§8. Specific Weight
β‘οΈWeight per unit volume of the fluid.
π§9. Specific Volume
β‘οΈVolume per unit mass of the fluid.
π§10. Specific Gravity
β‘οΈIt is the ratio of specific weight of required substance to specific weight of pure water at 4 degree centigrade temperature.
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π1
πMOST USED SOFTWARE IN CONSTRUCTION ENGINEERING
π§MS EXCEL
β‘οΈLets you store any complex data and simplIfy complicated calculations
π§MS PROJECT & PRIMAVARA
β‘οΈLets you manage & scheduling huge projects (money,time,resources)
π§SAP 2000
β‘οΈThe most popular structural analysis and design software used by Construction engineers all over the world.
π§AutoCAD
β‘οΈOne of the most popular Construction engineering software by autodesk.
β‘οΈThis is used for 2D and 3D design, drafting, modeling, architectural drawing etc
π§ARCHI CAD
β‘οΈIt is more of architectural design of different structures.
π§ETABS
β‘οΈThe integrated software package for the structural analysis and design of buildings, ETABS offers unmatched 3D object based modeling and visualization tools, blazingly fast linear and nonlinear analytical power, sophisticated and comprehensive design capabilities for a wide range of materials, and insightful graphic displays, reports, and schematic drawings that allow users to quickly and easily decipher and understand analysis and design results.
π§BIM
β‘οΈBIM software is specifically built for Building Information Modelling (BIM), including features for architectural design, MEP and structural engineering and construction.
π§AUTODESC CIVIL
β‘οΈBuilds on Autodesk Land Desktop with tools that automate Construction engineering tasks and enhance collaboration on projects from transportation engineering to hydraulics, site development to hydrology.
π§SITE 3D
β‘οΈSite 3D is a fully featured software product for the engineering design of road systems and housing developments. Quickly and accurately design whole sites including roads, junctions, roundabouts, footways, surface interfacing, contours, volumes, drainage, housing and more.
π§REVIT
β‘οΈfor architectural design and for structural design and there is construction template in there and itβs very essential to calculate the wind load and seismic load.
π§SAFE
β‘οΈitβs for structural design and the difference between safe and ETABS is that it gives your the shape of the bar
π·These are some the software Uses In Construction Industry.
@Architecturec
π§MS EXCEL
β‘οΈLets you store any complex data and simplIfy complicated calculations
π§MS PROJECT & PRIMAVARA
β‘οΈLets you manage & scheduling huge projects (money,time,resources)
π§SAP 2000
β‘οΈThe most popular structural analysis and design software used by Construction engineers all over the world.
π§AutoCAD
β‘οΈOne of the most popular Construction engineering software by autodesk.
β‘οΈThis is used for 2D and 3D design, drafting, modeling, architectural drawing etc
π§ARCHI CAD
β‘οΈIt is more of architectural design of different structures.
π§ETABS
β‘οΈThe integrated software package for the structural analysis and design of buildings, ETABS offers unmatched 3D object based modeling and visualization tools, blazingly fast linear and nonlinear analytical power, sophisticated and comprehensive design capabilities for a wide range of materials, and insightful graphic displays, reports, and schematic drawings that allow users to quickly and easily decipher and understand analysis and design results.
π§BIM
β‘οΈBIM software is specifically built for Building Information Modelling (BIM), including features for architectural design, MEP and structural engineering and construction.
π§AUTODESC CIVIL
β‘οΈBuilds on Autodesk Land Desktop with tools that automate Construction engineering tasks and enhance collaboration on projects from transportation engineering to hydraulics, site development to hydrology.
π§SITE 3D
β‘οΈSite 3D is a fully featured software product for the engineering design of road systems and housing developments. Quickly and accurately design whole sites including roads, junctions, roundabouts, footways, surface interfacing, contours, volumes, drainage, housing and more.
π§REVIT
β‘οΈfor architectural design and for structural design and there is construction template in there and itβs very essential to calculate the wind load and seismic load.
π§SAFE
β‘οΈitβs for structural design and the difference between safe and ETABS is that it gives your the shape of the bar
π·These are some the software Uses In Construction Industry.
@Architecturec
π2
πSome important facts
π§1. Weight of one cement bag = 50 kg
π§2. Minimu m thickness of slab = 125 mm
π§3. Minimum lintel thickness =15 cm
π§4. Minimum diameter of bars used in slab= 8 mm
π§5. Minimum diameter of bars Used in column = 12 mm
π§6. Maximum diameter of bars in slab= 1/8x(thickness of slab )
π§7. Maximum chair spacing = 1m
π§8. Initial setting time of cement = 30 min
π§9. Final setting time = 10 hrs ( 600 minutes )
π§10. DPR = Detailed Project Report
π§11. Unit weight
βΆRCC = 25 KN/ m3
βΆPCC = 24 KN/ m3
βΆSteel = 7850 kg/ m3
π§12. Minimum number of bars For square column or rectangular = 4 bars & For circular column = 6 bars
π§13. Weight of steel = D2/162.2 kg/m.
π§14. Slope of staircase = 25Β° -40Β° from horizontal.
π§15. Size of concrete testing cube= (150x150x150)mm.
π§16. Concrete cube is filled in 3 layers.
π§17. Slump cone is filled in 4 layers.
π§18. Cement should be used within three months of manufacturing.
π§19. Minimum thickness of shear wall = 150 mm.
π§20. Maximum thickness of shear wall = 400 mm.
π§21. Universal testing machine is used for compression Test of concrete and tensile test of steel reinforcement.
π§22. Minimum curing period of normal weather conditions is = 7 days
π§23. Minimum curing period of dry and hot weather conditions is = 10 days
π§24. Minimum percentage of steel in column = 0.8% of the cross section.
π§25. Normal cover
β‘οΈFooting = 50 mm
β‘οΈColumn = 25 mm
β‘οΈSlab = 15 mm
β‘οΈBeam = 25 mm
π§26. Number Of Clear span stirrups in beam = Center to Center length /Total Length +1
π§27. RCC is affected by water because of the corrosion of reinforcement bars.
π§28. PCC is not affected by the water
π§29. Maximum free fall of concrete = 1.5 m
π§30. Air voids left in concrete is called as Honey Combing.
π§31. The transverse reinforcement of column are called TIES.
π§32. The transverse reinforcement in beams are called STIRRUPS.
π§33. Cement ingredients are Burnt @ 1400Β°C temperature
π§34. Short columns fail in Crushing.
π§35. Long columns fail in Buckling.
π§36. Intermediate columns can fail both in Buckling and Crushing.
π§37. Strength of reinforcement shouldn't be less than 15 % of its designated strength.
π§38. Compressive strength of bricks
βΆοΈ1st class bricks = 105 kg/cm2.
βΆοΈ2nd class bricks = 70 kg/cm2.
βΆοΈ3rd class bricks = 35 kg/cm2.
π§39. PH value of water used concrete should not be less than 6.
π§40. Riser = (150 - 200) mm.
π§41. Tread = (250 - 300) mm.
π§42. Height of parapet wall should be= 1m.
π§43. TMT - Thermo mechanically treated bars.
π§44. TMX - Thermax powered bars
π§45. SDB - Super ductile bars.
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π§1. Weight of one cement bag = 50 kg
π§2. Minimu m thickness of slab = 125 mm
π§3. Minimum lintel thickness =15 cm
π§4. Minimum diameter of bars used in slab= 8 mm
π§5. Minimum diameter of bars Used in column = 12 mm
π§6. Maximum diameter of bars in slab= 1/8x(thickness of slab )
π§7. Maximum chair spacing = 1m
π§8. Initial setting time of cement = 30 min
π§9. Final setting time = 10 hrs ( 600 minutes )
π§10. DPR = Detailed Project Report
π§11. Unit weight
βΆRCC = 25 KN/ m3
βΆPCC = 24 KN/ m3
βΆSteel = 7850 kg/ m3
π§12. Minimum number of bars For square column or rectangular = 4 bars & For circular column = 6 bars
π§13. Weight of steel = D2/162.2 kg/m.
π§14. Slope of staircase = 25Β° -40Β° from horizontal.
π§15. Size of concrete testing cube= (150x150x150)mm.
π§16. Concrete cube is filled in 3 layers.
π§17. Slump cone is filled in 4 layers.
π§18. Cement should be used within three months of manufacturing.
π§19. Minimum thickness of shear wall = 150 mm.
π§20. Maximum thickness of shear wall = 400 mm.
π§21. Universal testing machine is used for compression Test of concrete and tensile test of steel reinforcement.
π§22. Minimum curing period of normal weather conditions is = 7 days
π§23. Minimum curing period of dry and hot weather conditions is = 10 days
π§24. Minimum percentage of steel in column = 0.8% of the cross section.
π§25. Normal cover
β‘οΈFooting = 50 mm
β‘οΈColumn = 25 mm
β‘οΈSlab = 15 mm
β‘οΈBeam = 25 mm
π§26. Number Of Clear span stirrups in beam = Center to Center length /Total Length +1
π§27. RCC is affected by water because of the corrosion of reinforcement bars.
π§28. PCC is not affected by the water
π§29. Maximum free fall of concrete = 1.5 m
π§30. Air voids left in concrete is called as Honey Combing.
π§31. The transverse reinforcement of column are called TIES.
π§32. The transverse reinforcement in beams are called STIRRUPS.
π§33. Cement ingredients are Burnt @ 1400Β°C temperature
π§34. Short columns fail in Crushing.
π§35. Long columns fail in Buckling.
π§36. Intermediate columns can fail both in Buckling and Crushing.
π§37. Strength of reinforcement shouldn't be less than 15 % of its designated strength.
π§38. Compressive strength of bricks
βΆοΈ1st class bricks = 105 kg/cm2.
βΆοΈ2nd class bricks = 70 kg/cm2.
βΆοΈ3rd class bricks = 35 kg/cm2.
π§39. PH value of water used concrete should not be less than 6.
π§40. Riser = (150 - 200) mm.
π§41. Tread = (250 - 300) mm.
π§42. Height of parapet wall should be= 1m.
π§43. TMT - Thermo mechanically treated bars.
π§44. TMX - Thermax powered bars
π§45. SDB - Super ductile bars.
#ConstructionNotes
Join
@Architecturec
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