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1. Permintaan elastis (E>1) = landai
2. Permintaan inelastis (E<1) = curam
3. Permintaan Elastis uniter/satuan/normal (E = 1) = tidak landai dan tidak curam
4. Permintaan inelastis sempurna (E=0) = vertikal
5. Permintaan elastis sempurna (E= tak terhingga) = horizontal