{"id":3700,"date":"2018-02-13T16:52:44","date_gmt":"2018-02-13T16:52:44","guid":{"rendered":"http:\/\/fisicaevestibular.com.br\/novo\/?page_id=3700"},"modified":"2024-06-26T15:24:16","modified_gmt":"2024-06-26T15:24:16","slug":"hidrostatica-pressao-hidrostatica","status":"publish","type":"page","link":"https:\/\/fisicaevestibular.com.br\/novo\/enem\/hidrostatica-pressao-hidrostatica\/","title":{"rendered":"Hidrost\u00e1tica – Press\u00e3o Hidrost\u00e1tica"},"content":{"rendered":"

Hidrost\u00e1tica<\/b><\/span><\/span><\/span><\/p>\n

Press\u00e3o Hidrost\u00e1tica<\/b><\/span><\/span><\/span><\/p>\n

Exerc\u00edcios com caracter\u00edsticas de ENEM<\/b><\/span><\/span><\/span><\/p>\n

\u00a0<\/span><\/p>\n

01-(UFMG-MG)<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

Um reservat\u00f3rio de \u00e1gua \u00e9 constitu\u00eddo de duas partes cil\u00edndricas, interligadas, como mostrado na figura.<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

A \u00e1rea da se\u00e7\u00e3o reta do cilindro inferior \u00e9 maior que a do cilindro superior.<\/b><\/span><\/span><\/span><\/p>\n

Inicialmente, esse reservat\u00f3rio est\u00e1 vazio. Em certo instante, come\u00e7a-se a ench\u00ea-lo com \u00e1gua, mantendo-se uma vaz\u00e3o constante.<\/b><\/span><\/span><\/span><\/p>\n

Assinale a alternativa cujo gr\u00e1fico MELHOR representa a press\u00e3o, no fundo do reservat\u00f3rio, em fun\u00e7\u00e3o do tempo, desde o instante em que se come\u00e7a a ench\u00ea-lo at\u00e9 o instante em que ele come\u00e7a a transbordar.<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

\u00a0<\/span><\/p>\n

02-(PUC-MG)<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

A figura representa duas caixas d’\u00e1gua, abertas para o ar, interligadas por um cano com uma v\u00e1lvula de passagem. A caixa da esquerda est\u00e1 cheia. Quando a v\u00e1lvula \u00e9 aberta, a caixa da direita <\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

come\u00e7a a encher at\u00e9 que o n\u00edvel da \u00e1gua nas duas caixas seja o mesmo.<\/b><\/span><\/span><\/span><\/p>\n

\u00c9 CORRETO afirmar:<\/b><\/span><\/span><\/span><\/p>\n

a) Ao final do processo, a press\u00e3o no fundo da caixa \u00e0 esquerda ser\u00e1 menor que no in\u00edcio.<\/b><\/span><\/span><\/span><\/p>\n

b) Durante o processo, a velocidade de escoamento da \u00e1gua \u00e9 constante.<\/b><\/span><\/span><\/span><\/p>\n

c) Ao final do processo, a press\u00e3o no fundo da caixa \u00e0 direita ser\u00e1 maior que a press\u00e3o no fundo da caixa \u00e0 esquerda.<\/b><\/span><\/span><\/span><\/p>\n

d) Durante o processo, a velocidade de escoamento da \u00e1gua aumenta.<\/b><\/span><\/span><\/span><\/p>\n

\u00a0<\/span><\/p>\n

03-(FUVEST-SP)<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

O organismo humano pode ser submetido, sem consequ\u00eancias danosas, a uma press\u00e3o de no m\u00e1ximo 4.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>N\/m<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0e a taxa de varia\u00e7\u00e3o de press\u00e3o de no m\u00e1ximo 10<\/b><\/span><\/span><\/span>4<\/b><\/span><\/span><\/sup><\/span>N\/m<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0por segundo.<\/b><\/span><\/span><\/span><\/p>\n

A m\u00e1xima profundidade a um mergulhador e a m\u00e1xima velocidade de movimenta\u00e7\u00e3o vertical recomendadas, podem ser, respectivamente:<\/b><\/span><\/span><\/span><\/p>\n

Dados:densidade da \u00e1gua = 1,0.10<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>kg\/m<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>\u00a0 —\u00a0 press\u00e3o atmosf\u00e9rica local \u2013 1,0.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>N\/m<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0 —\u00a0 acelera\u00e7\u00e3o da gravidade = g = 10m\/s<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span><\/p>\n

\"\"<\/p>\n

a) h=20 m e V=2 m\/s\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

b) h=30 m e V=3 m\/s\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

c) h=40 m e V=4 m\/s\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

d) h=30 m e V=1 m\/s\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

e) d) h=25 m e V=2 m\/s<\/b><\/span><\/span><\/span><\/p>\n

04-(UFRJ-RJ)<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

Dois fugitivos devem atravessar um lago sem serem notados. Para tal, emborcam um pequeno barco, que afunda com o aux\u00edlio de pesos adicionais. O barco emborcado mant\u00e9m, aprisionada em seu interior, uma certa quantidade de ar, como mostra a figura.<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

\u00a0 No instante retratado, tanto o barco quanto os fugitivos est\u00e3o em repouso e a \u00e1gua est\u00e1 em equil\u00edbrio hidrost\u00e1tico. Considere a densidade da \u00e1gua do lago igual a 1,00.10<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>kg\/m<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>\u00a0e a acelera\u00e7\u00e3o da gravidade igual a 10,0 m\/s<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>.<\/b><\/span><\/span><\/span><\/p>\n

Usando os dados indicados na figura, calcule a diferen\u00e7a entre a press\u00e3o do ar aprisionado pelo barco e a press\u00e3o do ar atmosf\u00e9rico.<\/b><\/span><\/span><\/span><\/p>\n

a) 5,0.10<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>\u00a0N\/m<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

b) 8,5.10<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>\u00a0N\/m<\/b><\/span><\/span><\/span>2\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/sup><\/span><\/p>\n

c) 15,2.10<\/b><\/span><\/span><\/span>4<\/b><\/span><\/span><\/sup><\/span>\u00a0N\/m<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

d) 9,0.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0N\/m<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

e) 5,0.10<\/b><\/span><\/span><\/span>6<\/b><\/span><\/span><\/sup><\/span>\u00a0N\/m<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span><\/p>\n

\u00a0<\/span><\/p>\n

05-(UEL-PR)<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

O sif\u00e3o \u00e9 usado normalmente nas pias e vasos sanit\u00e1rios para evitar a passagem de gases e pequenos animais dentro de casa.<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

\u00a0Al\u00e9m do sif\u00e3o, usa-se um “respiro”, isto \u00e9, uma abertura, conectada \u00e0 atmosfera externa atrav\u00e9s de um cano, que:<\/b><\/span><\/span><\/span><\/p>\n

a) Mant\u00e9m iguais as press\u00f5es nos dois lados dos sif\u00f5es, ajudando a manter os n\u00edveis de \u00e1gua equilibrados.<\/b><\/span><\/span><\/span><\/p>\n

b) Serve para manter a ventila\u00e7\u00e3o no sistema de descarga.<\/b><\/span><\/span><\/span><\/p>\n

c) Serve para escoar o excesso de \u00e1gua quando de uma descarga no vaso sanit\u00e1rio.<\/b><\/span><\/span><\/span><\/p>\n

d) Serve para retirar o som muito alto de descargas.<\/b><\/span><\/span><\/span><\/p>\n

e) Aumenta a fluidez da \u00e1gua, ajudando em seu escoamento.<\/b><\/span><\/span><\/span><\/p>\n

\u00a0<\/span><\/p>\n

06-(UDESC-SC)\u00a0<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

Certa quantidade de \u00e1gua \u00e9 colocada em um tubo em forma de U, aberto nas extremidades. Em um dos ramos do tubo, adiciona-se um l\u00edquido de densidade maior que a da \u00e1gua e ambos n\u00e3o se misturam.<\/b><\/span><\/span><\/span><\/p>\n

Assinale a alternativa que representa corretamente\u00a0a posi\u00e7\u00e3o dos dois l\u00edquidos no tubo ap\u00f3s o equil\u00edbrio.<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

\u00a0<\/span><\/p>\n

07-(PUC-RS)\u00a0<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

Um recipiente aberto na parte superior cont\u00e9m glicerina at\u00e9 a altura de 1,00m e, sobre ela, mais <\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

10,0cm de \u00e1gua, conforme representado na figura. Considere a massa espec\u00edfica da \u00e1gua 1,00 g\/cm<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>\u00a0e da glicerina 1,30 g\/cm<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>. Use a acelera\u00e7\u00e3o da gravidade igual a 10,0 m\/s<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0e a press\u00e3o atmosf\u00e9rica igual a 1,01.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0Pa. Neste caso, a press\u00e3o, em pascals, na interface \u00e1gua-glicerina e no fundo do recipiente \u00e9, respectivamente, _________ e _________.<\/b><\/span><\/span><\/span><\/p>\n

a) 1,02.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0 1,34.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

b) 1,21.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0\u00a01,34.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

c) 1,02.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0\u00a01,25.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/b><\/span><\/span><\/span><\/p>\n

d) 1,01.10<\/b><\/span><\/span><\/span>5\u00a0<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a01,21.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0 \u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

e) 1,02.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0\u00a0\u00a01,15.10<\/b><\/span><\/span><\/span>5<\/b><\/span><\/span><\/sup><\/span>\u00a0<\/b><\/span><\/span><\/span><\/p>\n

\u00a0<\/span><\/p>\n

08-(UECE-CE)<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

No elevador mostrado na figura a seguir, o carro no cilindro \u00e0 esquerda, na posi\u00e7\u00e3o E, tem uma massa de 900 kg, e a \u00e1rea da sec\u00e7\u00e3o transversal do cilindro \u00e9 2500 cm<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>. Considere a massa do pist\u00e3o desprez\u00edvel e a acelera\u00e7\u00e3o da gravidade igual a 10 m\/s<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>. A \u00e1rea da sec\u00e7\u00e3o transversal do cilindro, na posi\u00e7\u00e3o D, \u00e9 25 cm<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>, e o pist\u00e3o tem massa desprez\u00edvel.<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

Se o elevador for preenchido com \u00f3leo de densidade 900 kg\/m<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>, a for\u00e7a m\u00ednima F, em Newton, necess\u00e1ria para manter o sistema em equil\u00edbrio ser\u00e1<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

09-(UFF-RJ)\u00a0<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

O sif\u00e3o \u00e9 um instrumento usado para a retirada de \u00e1gua de lugares de dif\u00edcil acesso. Como mostra a <\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

\u00a0figura a \u00a0seguir, seu funcionamento se baseia no fato de que, quando o tubo que liga os recipientes A e B est\u00e1 cheio, h\u00e1 uma diferen\u00e7a de press\u00e3o hidrost\u00e1tica entre os pontos P e Q, o que provoca um fluxo de \u00e1gua de A para B.<\/b><\/span><\/span><\/span><\/p>\n

Essa diferen\u00e7a de press\u00e3o depende da seguinte caracter\u00edstica do nosso planeta:<\/b><\/span><\/span><\/span><\/p>\n

a) press\u00e3o atmosf\u00e9rica.\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

b) acelera\u00e7\u00e3o da gravidade local.\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

c) temperatura da superf\u00edcie.\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

d) densidade da atmosfera.\u00a0<\/b><\/span><\/span><\/span><\/p>\n

e) velocidade de rota\u00e7\u00e3o do planeta.\u00a0<\/b><\/span><\/span><\/span><\/p>\n

\u00a0<\/span><\/p>\n

10-(UNICAMP-SP) TEXTO PARA A PR\u00d3XIMA QUEST\u00c3O:<\/b><\/span><\/span><\/span><\/p>\n

O vazamento de petr\u00f3leo no Golfo do M\u00e9xico, em abril de 2010, foi considerado o pior da hist\u00f3ria dos EUA. O vazamento causou o aparecimento de uma extensa mancha de \u00f3leo na superf\u00edcie do oceano, amea\u00e7ando a fauna e a flora da regi\u00e3o. Estima-se que o vazamento<\/b><\/span><\/span><\/span><\/p>\n

\"\"<\/p>\n

foi da ordem de 800 milh\u00f5es de litros de petr\u00f3leo em cerca de 100 dias.<\/b><\/span><\/span><\/span><\/p>\n

Quando uma reserva submarina de petr\u00f3leo \u00e9 atingida por uma broca de perfura\u00e7\u00e3o, o petr\u00f3leo tende a escoar para cima na tubula\u00e7\u00e3o<\/b><\/span><\/span><\/span><\/p>\n

\"Hidrost\u00e1tica\"<\/p>\n

como consequ\u00eancia da diferen\u00e7a de press\u00e3o, \u0394P, entre a reserva e a superf\u00edcie. Para uma reserva de petr\u00f3leo que est\u00e1 a uma profundidade de 2000 m e dado\u00a0g\u00a0= 10 m\/s<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>, o menor valor de \u0394P\u00a0para que o petr\u00f3leo de densidade \u03c1 = 0,90 g\/cm<\/b><\/span><\/span><\/span>3<\/b><\/span><\/span><\/sup><\/span>\u00a0forme uma coluna que alcance a superf\u00edcie \u00e9 de<\/b><\/span><\/span><\/span><\/p>\n

a) 1,8.10<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0Pa.\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

b) 1,8.10<\/b><\/span><\/span><\/span>7<\/b><\/span><\/span><\/sup><\/span>\u00a0Pa.\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

c) 2,2.10<\/b><\/span><\/span><\/span>5\u00a0<\/b><\/span><\/span><\/sup><\/span>Pa.\u00a0 \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/b><\/span><\/span><\/span><\/p>\n

d) 2,2.10<\/b><\/span><\/span><\/span>2<\/b><\/span><\/span><\/sup><\/span>\u00a0Pa.\u00a0<\/b><\/span><\/span><\/span><\/p>\n

\u00a0<\/span><\/p>\n

Confira a resolu\u00e7\u00e3o comentada<\/span><\/a><\/h3>\n

 <\/p>\n

Clique aqui para ver sobre o tema!<\/a><\/p>\n

Confira as v\u00eddeo aulas!<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"

Hidrost\u00e1tica Press\u00e3o Hidrost\u00e1tica Exerc\u00edcios com caracter\u00edsticas de ENEM \u00a0 01-(UFMG-MG) Um reservat\u00f3rio de \u00e1gua \u00e9 constitu\u00eddo de duas partes cil\u00edndricas, interligadas, como mostrado na figura. A \u00e1rea da se\u00e7\u00e3o reta do cilindro inferior \u00e9 maior que a do cilindro superior. Inicialmente, esse reservat\u00f3rio est\u00e1 vazio. Em certo instante, come\u00e7a-se a ench\u00ea-lo com \u00e1gua, mantendo-se uma vaz\u00e3o constante. Assinale a alternativa<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":3575,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"om_disable_all_campaigns":false,"_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":""},"class_list":["post-3700","page","type-page","status-publish","hentry"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/pages\/3700","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/comments?post=3700"}],"version-history":[{"count":4,"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/pages\/3700\/revisions"}],"predecessor-version":[{"id":9804,"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/pages\/3700\/revisions\/9804"}],"up":[{"embeddable":true,"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/pages\/3575"}],"wp:attachment":[{"href":"https:\/\/fisicaevestibular.com.br\/novo\/wp-json\/wp\/v2\/media?parent=3700"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}