Hasil Analisis Beban Dorong

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4.5 Hasil Analisis Beban Dorong

Untuk mempermudah perencanaan, maka hasil dari base shear dan target displacement performance point diambil dari hasil pengerjaan program SAP2000. Hasil analisis beban dorong untuk struktur dapat dilihat pada tabel berikut ini: Tabel 4.1 Kinerja Struktur untuk rangka penahan momen MRF SAP ATC-40 PUSHOVER-X PUSHOVER-Y Base Shear, V kN 11214.99 11169.26 Displacement, D m 0.357 0.366 Roof Displacement Ratio 0.0085 0.0087 Performance Level IO IO SAP FEMA 356 CM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 11145.97 11060.45 Displacement, D m 0.354 0.362 Roof Displacement Ratio 0.0084 0.0086 Performance Level IO IO SAP FEMA 440 EL PUSHOVER-X PUSHOVER-Y Base Shear, V kN 11214.99 11169.26 Displacement, D m 0.357 0.366 Roof Displacement Ratio 0.0085 0.0087 Performance Level IO IO SAP FEMA 440 DM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 11145.97 11060.45 Displacement, D m 0.354 0.362 Roof Displacement Ratio 0.0084 0.0086 Performance Level IO IO Tabel 4.2 Kinerja Struktur untuk rangka baja berpengaku konsentris CBF tipe diagonal brace SAP ATC-40 PUSHOVER-X PUSHOVER-Y Base Shear, V kN 50765.11 58792.37 Displacement, D m 0.068 0.046 Roof Displacement Ratio 0.0016 0.0011 Performance Level IO IO SAP FEMA 356 CM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 46868.94 42807.63 Displacement, D m 0.064 0.035 Roof Displacement Ratio 0.0015 0.0008 Performance Level IO IO SAP FEMA 440 EL PUSHOVER-X PUSHOVER-Y Base Shear, V kN 50758.53 58962.91 Displacement, D m 0.068 0.046 Roof Displacement Ratio 0.0016 0.0011 Performance Level IO IO 103 SAP FEMA 440 DM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 48108.71 37645.39 Displacement, D m 0.065 0.031 Roof Displacement Ratio 0.0015 0.0007 Performance Level IO IO Tabel 4.3 Kinerja Struktur untuk rangka baja berpengaku konsentris CBF tipe v-brace SAP ATC-40 PUSHOVER-X PUSHOVER-Y Base Shear, V kN 49988.86 56286.75 Displacement, D m 0.043 0.035 Roof Displacement Ratio 0.0010 0.00083 Performance Level IO IO SAP FEMA 356 CM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 44552.66 50504.61 Displacement, D m 0.039 0.031 Roof Displacement Ratio 0.00093 0.00074 Performance Level IO IO SAP FEMA 440 EL PUSHOVER-X PUSHOVER-Y Base Shear, V kN 49988.86 56286.75 Displacement, D m 0.043 0.035 Roof Displacement Ratio 0.0010 0.00083 Performance Level IO IO SAP FEMA 440 DM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 43824.48 48362.53 Displacement, D m 0.038 0.030 Roof Displacement Ratio 0.00091 0.00071 Performance Level IO IO Tabel 4.4 Kinerja Struktur untuk rangka baja berpengaku eksentris EBF tipe diagonal brace dengan panjang e=0.5m. SAP ATC-40 PUSHOVER-X PUSHOVER-Y Base Shear, V kN 52580.21 59500.71 Displacement, D m 0.074 0.05 Roof Displacement Ratio 0.0018 0.0012 Performance Level IO IO SAP FEMA 356 CM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 47856.77 37966.91 Displacement, D m 0.069 0.030 Roof Displacement Ratio 0.0016 0.00071 Performance Level IO IO SAP FEMA 440 EL PUSHOVER-X PUSHOVER-Y Base Shear, V kN 56655.82 59500.71 Displacement, D m 0.079 0.05 Roof Displacement Ratio 0.0019 0.0012 Performance Level IO IO 104 SAP FEMA 440 DM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 44411.03 37365.29 Displacement, D m 0.065 0.03 Roof Displacement Ratio 0.0016 0.00071 Performance Level IO IO Tabel 4.5 Kinerja Struktur untuk rangka baja berpengaku eksentris EBF tipe diagonal brace dengan panjang e=1m. SAP ATC-40 PUSHOVER-X PUSHOVER-Y Base Shear, V kN 52283.53 57711.72 Displacement, D m 0.094 0.063 Roof Displacement Ratio 0.0022 0.0015 Performance Level IO IO SAP FEMA 356 CM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 52283.53 57711.72 Displacement, D m 0.094 0.063 Roof Displacement Ratio 0.0022 0.0015 Performance Level IO IO SAP FEMA 440 EL PUSHOVER-X PUSHOVER-Y Base Shear, V kN 40793.81 39671.99 Displacement, D m 0.073 0.038 Roof Displacement Ratio 0.0017 0.0009 Performance Level IO IO SAP FEMA 440 DM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 40694.29 38314.57 Displacement, D m 0.072 0.037 Roof Displacement Ratio 0.0017 0.0009 Performance Level IO IO Tabel 4.6 Kinerja Struktur untuk rangka baja berpengaku eksentris EBF tipe v-brace dengan panjang e=0.5m. SAP ATC-40 PUSHOVER-X PUSHOVER-Y Base Shear, V kN 49516.95 55512.61 Displacement, D m 0.052 0.041 Roof Displacement Ratio 0.0012 0.00097 Performance Level IO IO SAP FEMA 356 CM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 42698.09 48564.39 Displacement, D m 0.045 0.041 Roof Displacement Ratio 0.0011 0.00086 Performance Level IO IO SAP FEMA 440 EL PUSHOVER-X PUSHOVER-Y Base Shear, V kN 49516.95 55512.61 Displacement, D m 0.052 0.041 Roof Displacement Ratio 0.0012 0.00097 Performance Level IO IO 105 SAP FEMA 440 DM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 41699.79 46598.53 Displacement, D m 0.044 0.035 Roof Displacement Ratio 0.0011 0.00083 Performance Level IO IO Tabel 4.7 Kinerja Struktur untuk rangka baja berpengaku eksentris EBF tipe v-brace dengan panjang e=1m. SAP ATC-40 PUSHOVER-X PUSHOVER-Y Base Shear, V kN 48196.18 53373.68 Displacement, D m 0.083 0.062 Roof Displacement Ratio 0.0019 0.0015 Performance Level IO IO SAP FEMA 356 CM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 41617.74 45988.39 Displacement, D m 0.072 0.054 Roof Displacement Ratio 0.0017 0.0013 Performance Level IO IO SAP FEMA 440 EL PUSHOVER-X PUSHOVER-Y Base Shear, V kN 48196.18 53373,68 Displacement, D m 0.083 0.062 Roof Displacement Ratio 0.0019 0.0015 Performance Level IO IO SAP FEMA 440 DM PUSHOVER-X PUSHOVER-Y Base Shear, V kN 40929.99 44748.41 Displacement, D m 0.071 0.052 Roof Displacement Ratio 0.0017 0.0012 Performance Level IO IO 106 BAB V KESIMPULAN DAN SARAN

5.1 Kesimpulan