4-21
KOMBINASI BEBAN UNTUK PENULANGAN STRUKTUR SESUAI SNI 1726:2012 S DS = 0.793 E v = 0.2 x S DS x DL E v = 0.159 DL = 1
Tabel 4‐2 Kombinasi pembebanan untuk penulangan struktur
No Nama Kombinasi
DL
LL
EQX
EQY
WX
WY
1 2
GRAV1 GRAV2
1.4 1.2 1.2 1.2 1.2 1.2
1.6
4.1 4.2 4.3 4.4 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 6.1 6.2 6.3 6.4 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8
WINDX11 WINDX12 WINDY11 WINDY12 SPECX11 SPECX12 SPECX13 SPECX14 SPECY11 SPECY12 SPECY13 SPECY14 WINDX21 WINDX22 WINDY21 WINDY22 SPECX21 SPECX22 SPECX23 SPECX24 SPECY21 SPECY22 SPECY23 SPECY24
1 1 1 1 1 1 1 1 1 1 1 1
1
‐1
1
‐1
1.2 + E v
1.359 1.359 1.359 1.359 1.359 1.359 1.359 1.359
1
0.3 0.3
‐1
1
‐0.3 ‐0.3
‐1
0.3 0.3
1
‐1
‐0.3 ‐0.3
1
‐1
0.9 0.9 0.9 0.9
1
‐1
1
‐1
0.9 ‐ E v
0.741 0.741 0.741 0.741 0.741 0.741 0.741 0.741
1
0.3 0.3
‐1
1
‐0.3 ‐0.3
‐1
0.3 0.3
1
‐1
‐0.3 ‐0.3
1
‐1
dimana:
DL
= Beban Mati = Beban Hidup
LL
EQX EQY WX
= Gaya seismik arah‐X = Gaya seismik arah‐Y = Beban angin arah‐X = Beban angin arah‐Y
WY
PT. GRAHA MULTI DESIGN
Made with FlippingBook Online newsletter