nuovo modulo midas design+ - cspfea
TRANSCRIPT
7
RC - Beam
Ultimate Limit States (ULS)
Serviceability Limit States (SLS)
Beam
Moment Capacity Crack Width
Shear Capacity Deflection
Creep
9
RC - Column
Ultimate Limit States (ULS)
Serviceability Limit States (SLS)
Column
Slenderness Stress check
Axial + Moment Capacity Creep
Shear Capacity
11
RC - Column (General)
Ultimate Limit States (ULS)
Column (General)
Slenderness
Axial + Moment Capacity
Shear Capacity
22
RC – Combined Wall
Ultimate Limit States (ULS)
Combined Wall
Slenderness
Axial + Moment Capacity
Shear Capacity
24
RC – Shear Wall
Ultimate Limit States (ULS)
Shear Wall
Slenderness
Axial + Moment Capacity
Shear Capacity
25
RC – Isolated Footing
Ultimate Limit States (ULS)
RC Isolated Footing
Moment Capacity
Shear Capacity
Punching Capacity
Pile Capacity
27
RC – Strip Footing
Ultimate Limit States (ULS)
RC Strip Footing
Moment Capacity
Shear Capacity
Moment Capacity Flange
Shear Capacity Flange
Soil Bearing Capacity
29
RC – Combined Footing
Ultimate Limit States (ULS)
RC Combined Footing
Moment Capacity
Shear Capacity
Soil Bearing Capacity
34
Steel – Base Plate
Effective Area Method Finite Element Method
Section Shape
H Section H Section
- Box Section
- Pipe Section
- Chanel Section
- Angle Section
Check Items
Axial with/ without Moment
Compression
Bearing strength
Compression +Moment
Tension
Tension +Moment
Shear Friction
Base Plate resistance Anchor bolt
Welding Shear
Rib plate Tensile
Wing Plate
47
RC Steel SRC Aluminium
Slab
Beam
Column
Column (General)
Shear Wall
Combined Wall
Isolated Footing
Combined Footing
Basement Wall
Retaining Wall
Buttress
Stair
Corbel / Bracket
Beam+Column
Base Plate
Bolt Connection
Crane Girder
Purlin+Girth
Web Opening
Stair
Comp. Beam
Beam+Column
American Code
48
RC Steel
Beam
Column
Column (General)
Combined Wall
Isolated Footing
Strip Footing
Base Plate
Bolt Connection
Moment Bolt Connection
Euro Code