ASCE/AISC/ACI or Eurocodes
Eurocode 3: Design of steel structures - Part 1-1
AISC 360-10
ASCE 7-16
MBMA 2012
Special Steel Structure- Hoi Van Pham - Vien Quang Nguyen
Ultimate Limit State-ULS
Serviceability Limit State-SLS
Design Strength
Nominal Strength
Partial Factors
Material coefficients
Strength
Toughness
Ductility
Weldability
Durability
Strength limit states related to human and/or structural safety. For simplification,
the states prior to the collapse of the structure are referred to as the strength limit states.
Need to check:
* Static unbalance (stability in position) of the structure or any part of the structure recognized as a rigid body (EQU)
* Internal damage or excessive deformation of the structure or structural part (STR)
* Excessive deterioration or deformation of the ground (GEO)
* Fatigue damage of structure or parts of structure (FAT)
Limit state related to the function of the structure or structural parts during usage time, human comfort, the external appearance of the building.
* Deformation: affect the appearance; comfort for human use, structural performance (including machine function), damage to building finishes or non-structural parts
* Vibration: make people uncomfortable, limit the effectiveness of the structure
* Damage that can adversely affect the external appearance, durability and usability of the structure
Tensile strength: the amount of stress that a substance can take before becoming structurally deformed.
Ductility: the ability to change shape on the application of force without resulting in a fracture.
Malleability: the ability to be hammered or rolled into thin sheets.
Durability: the ability to withstand wear, pressure, or damage.
Conductivity: the ability to transmit heat or electricity.
Luster: the shininess or reflectiveness of the surface.
Rust resistance: the ability to resist corrosion or oxidation.
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Dear readers! Thanks for visiting! Because of a wide range of knowledge, these are some documents that I provide to help those are finding about general steel calculation.
AISC 360-10.pdf