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> Gravity load combination (Design Case 1)<br />
192<br />
HEM 160<br />
Major Axis Minor Axis<br />
NSd 3008,4 kN NSd 3008,4 kN<br />
MRd,conc 201,2 kNm MRd,conc 154,8 kNm<br />
VRd,conc 554,3 kN VRd,conc 508,7 kN<br />
NRd,steel 3132,07 kN NRd,steel 3132,07 kN<br />
MRd,steel 217,71 kNm MRd,steel 105,05 kNm<br />
VRd,steel 574,07 kN VRd,steel 1422,79 kN<br />
Asteel 9705 mm² Asteel 9705 mm²<br />
Asteel/Aconc 2,52% Asteel/Aconc 2,52%<br />
NPl,Rd,comp 10113,52 kN NPl,Rd,comp 10113,52 kN<br />
MRd,comp 778,89 kNm MRd,comp 608,54 kNm<br />
MRd,comp/MRd,conc 3,87 MRd,comp/MRd,conc 3,93<br />
Table 5.6. Details <strong>of</strong> <strong>the</strong> HEM 160 steel pr<strong>of</strong>ile<br />
HEB 220<br />
Major Axis Minor Axis<br />
NSd 3008,4 kN NSd 3008,4 kN<br />
MRd,conc 201,2 kNm MRd,conc 154,8 kNm<br />
VRd,conc 554,3 kN VRd,conc 508,7 kN<br />
NRd,steel 2938,11 kN NRd,steel 2938,11 kN<br />
MRd,steel 266,90 kNm MRd,steel 127,12 kNm<br />
VRd,steel 520,22 kN VRd,steel 1311,74 kN<br />
Asteel 9104 mm² Asteel 9104 mm²<br />
Asteel/Aconc 2,36% Asteel/Aconc 2,36%<br />
NPl,Rd,comp 9929,78 kN NPl,Rd,comp 9929,78 kN<br />
MRd,comp 778,19 kNm MRd,comp 612,58 kNm<br />
MRd,comp/MRd,conc 3,87 MRd,comp/MRd,conc 3,96<br />
Table 5.7. Details <strong>of</strong> <strong>the</strong> HEB 220 steel pr<strong>of</strong>ile