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07/11/2025
07/11/2025
•• FLOW CHART DESIGN ACCORDING TO 𝗘𝗨𝗥𝗢𝗖𝗢𝗗𝗘 𝟯 ••
(STEEL STRUCTURE DESIGN)
1 - Frame analysis
2 - Floor slab design
3 - Design of a simply supported composite beam - Details
4 - Design of non - composite columns
5 - Design of composite columns
6 - Vertical bracing design
7 - Simple end plate connection
8 - Fin plate connection
9 - Evaluation of wind loads
10 - Governing combination of actions
11 - Choosing a steel sub - grade
12 - Evaluation of wind loads (single - storey buildings)
13 - Simple method for the design of no - sway braced frames
14 - Simple method for the design of non - composite beams and cantilevers
15 - Design of a simply supported composite beam - Common cases
16 - Design model for non - bearing column splices
17 - Plastic analysis of a portal frame
18 - Elastic analysis of a portal frame
19 - Element (rafter or column) design in presence of plastic hinge (uniform section)
20 - Design of tapering elements in presence of plastic
21 - Element elastic design, uniform sections (rafter or column) hinge (haunches)
22 - Design of a wind transverse girder
23 - Portal frame eaves connection
24 - Portal frame apex connection
25 - Pinned column base connection in portal frames
26 - Design model for welded joints in trusses using structural hollow sections
27 - Design of chord splice in structural hollow sections
28 - Thermal actions for temperature analysis
29 - Simplified model for thermal actions in compartment fire
30 - Simplified model for thermal actions in a localised fire
31 - Fire resistance of a column in combined axial compression and bending
32 - Fire resistance of a beam in bending
33 - Fire resistance of a composite slab
34 - Steel temperature development for unprotected steel members
35 - Steel temperature development for insulated steel members
36 - Calculation of effective section properties for cold formed steel lipped channel sections under compression or bending
37 - Design of a cold - formed steel member in compression
38 - Design of a cold - formed steel lipped channel member in tension
39 - Design and serviceability limit state check of a cold formed steel member in bending
40 - Design of a cold - formed steel wall stud in combined compression and uniaxial bending
41 - Design resistance of screwed connections of cold formed members
42 - Buckling verification of non - uniform members in portal frames
43 - Fixed column bases
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