E. TABEL RESUME GAYA GEMPA STATIK EQUIVALEN ARAH X DAN Y Lantai Ke Hi (m) K hi^k Wi (KN) 6 5 4 3 2 1 24 20 16 12 8 4 1.15695 1.15695 1.15695 1.15695 1.15695 1.15695 39.5223 32.0061 24.7236 17.7241 11.0875 4.97229 7066.08 10238.8 10238.8 10238.8 10238.8 8438.76 56459.9 Wi x Hi^k kNm 279267 327703 253139 181473 113522 41959.9 1197065 Fi x-y Kn 1009.87 1185.02 915.384 656.229 410.512 151.733 168.311 197.503 152.564 109.371 68.4186 25.2888 PORTAL X DAN Y (TYPICAL) Untuk Tiap Portal 1/6 Fix 1/6 Fiy 168.311 168.311 197.503 197.503 152.564 152.564 109.371 109.371 68.4186 68.4186 25.2888 25.2888 PGA PGAm CRs CR1 Ss S1 TL Fa Fv Sms Sml Sds Sdl T0 Ts = = = = = = = = = = = = = = = 0.210947 g 0.393872 g 0 0 0.447704 g 0.236193 g 20.000000 detik 1.846429 3.119035 g 0.826654 g 0.736694 g 0.551102 g 0.491129 g 0.178235 detik 0.891176 detik