Analysis and modelling of the seismic behaviour of high ... - Ingegneria
Analysis and modelling of the seismic behaviour of high ... - Ingegneria
Analysis and modelling of the seismic behaviour of high ... - Ingegneria
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5. SEISMIC BEHAVIOUR OF RC COLUMNS EMBEDDING STEEL PROFILES<br />
• Details <strong>of</strong> <strong>the</strong> steel pr<strong>of</strong>ile for <strong>the</strong> Seismic load combination B (Design Case 3)<br />
194<br />
HEM 200<br />
Major Axis Minor Axis<br />
NSd 2098,1 kN NSd 1782,8 kN<br />
MRd,conc 311,8 kNm MRd,conc 239,1 kNm<br />
VRd,conc 604,5 kN VRd,conc 570,5 kN<br />
NRd,steel 4237,41 kN NRd,steel 4237,41 kN<br />
MRd,steel 366,30 kNm MRd,steel 174,31 kNm<br />
VRd,steel 764,50 kN VRd,steel 1919,16 kN<br />
Asteel 13130 mm² Asteel 13130 mm²<br />
Asteel/Aconc 3,41% Asteel/Aconc 3,41%<br />
NPl,Rd,comp 7886,17 kN NPl,Rd,comp 7887,17 kN<br />
MRd,comp 925,12 kNm MRd,comp 798,28 kNm<br />
MRd,comp/MRd,conc 2,97 MRd,comp/MRd,conc 3,34<br />
Table 5.10. Details <strong>of</strong> <strong>the</strong> HEM 200 steel pr<strong>of</strong>ile<br />
HEB 240<br />
Major Axis Minor Axis<br />
NSd 2098,1 kN NSd 1782,8 kN<br />
MRd,conc 311,8 kNm MRd,conc 239,1 kNm<br />
VRd,conc 604,5 kN VRd,conc 570,5 kN<br />
NRd,steel 3420,91 kN NRd,steel 3420,91 kN<br />
MRd,steel 339,83 kNm MRd,steel 160,85 kNm<br />
VRd,steel 619,16 kN VRd,steel 1520,43 kN<br />
Asteel 10600 mm² Asteel 10600 mm²<br />
Asteel/Aconc 2,75% Asteel/Aconc 2,75%<br />
NPl.Rd,comp 10725,46 kN NPl,Rd,comp 10725,46 kN<br />
MRd,comp 944,57 kNm MRd,comp 737,42 kNm<br />
MRd,comp/MRd,conc 3,03% MRd,comp/MRd,conc 3,08%<br />
Table 5.11. Details <strong>of</strong> <strong>the</strong> HEB 240 steel pr<strong>of</strong>ile