- Design of moment resistant and simple joints of I-shaped rolled cross-sections according to Eurocode 3:
- Moment-resisting end plate connections (type IH/IM)
- Moment resistant purlin splices (PM type)
- Simple joints with angle cleat and long angles (IW and IG types)
- Simple joints with header end plates mounted either on web only or on web and flange (IS type)
- Check of coped connections (IK) in combination with pinned end plates (IS) and angle connections (IW)
- Automatic design of required joint with bolt sizes (all types)
- Check of required thickness of load-bearing members for shear connections
- Results of all required structural details such as appliances, hole arrangements, necessary extensions, a number of bolts, end plate dimensions, and welds
- Results including stiffnesses Sj,ini of bending-resistant connections
- Documentation of available loading and comparison with resistances
- Results of design ratio for each individual joint
- Automatic determination of governing internal forces for several load cases and connection nodes
Features
- Design of moment resistant and simple joints of I-shaped rolled cross-sections according to Eurocode 3:
- Moment-resisting end plate connections (type IH/IM)
- Moment resistant purlin splices (PM type)
- Simple joints with angle cleat and long angles (IW and IG types)
- Simple joints with header end plates mounted either on web only or on web and flange (IS type)
- Check of coped connections (IK) in combination with pinned end plates (IS) and angle connections (IW)
- Automatic design of required joint with bolt sizes (all types)
- Check of required thickness of load-bearing members for shear connections
- Results of all required structural details such as appliances, hole arrangements, necessary extensions, a number of bolts, end plate dimensions, and welds
- Results including stiffnesses Sj,ini of bending-resistant connections
- Documentation of available loading and comparison with resistances
- Results of design ratio for each individual joint
- Automatic determination of governing internal forces for several load cases and connection nodes
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
- Design of five types of seismic force-resisting systems (SFRS) includes Special Moment Frame (SMF), Intermediate Moment Frame (IMF), Ordinary Moment Frame (OMF), Ordinary Concentrically Braced Frame (OCBF), and Special Concentrically Braced Frame (SCBF)
- Ductility check of the width-to thickness ratios for webs and flanges
- Calculation of the required strength and stiffness for stability bracing of beams
- Calculation of the maximum spacing for stability bracing of beams
- Calculation of the required strength at hinge locations for stability bracing of beams
- Calculation of the column required strength with the option to neglect all bending moments, shear, and torsion for overstrength limit state
- Design check of column and brace slenderness ratios
The seismic design result is categorized into two sections: member requirements and connection requirements.
The "Seismic Requirements" include the Required Flexural Strength and the Required Shear Strength of the beam-to-column connection for moment frames. They are listed in the ‘Moment Frame Connection by Member’ tab. For braced frames, the Required Connection Tensile Strength and the Required Connection Compressive Strength of the brace are listed in the ‘Brace Connection by Member’ tab.
The program provides the performed design checks in tables. The design check details clearly display the formulas and references to the standard.