C H A P T E R 13 Multiple Integration Section 13.1 Iterated Integrals and Area in the Plane . . . . . . . . . . . . . 133 Section 13.2 Double Integrals and Volume . . . .…

FER – ZAVOD ZA PRIMJENJENU MATEMATIKU MATEMATIČKA ANALIZA 2 1. DIO AUTORI: studenti grupe GHI, 2001/02 PRIREDIO: dr. Mervan Pašić, docent PROVJERA: Lana Horvat, asistent…

U N I V E R S I T Y A J R A N ‫صدّـــــــــٜ ػـــــــيــــــــَــــــــا‬ ‫سب‬ ‫ٗ قـــــــــــو‬ Lecture…

Lx = a = Ly = b = Beban qo pada bagian diarsir (setempat) qo = 2008.0 kg/m2 tebal u = 1a v = 1b ξ = 0.5 a η = 0.5 b Peningkatan Beban (%p) qo 5.100 m 4.000 m = = = = =…

A-Level Maths: Core 3 for Edexcel C3.6 Differentiation This icon indicates the slide contains activities created in Flash. These activities are not editable. For more detailed…

Elasticidad y Resistencia de Materiales Capítulo 2.2: EL TENSOR DE DEFORMACIÓN Consolación Pedraza Rodríguez UNIVERSIDAD DE MÁLAGA Capítulo 2.2: El tensor de deformaciónElasticidad…

U N I V E R S I T Y A J R A N ‫صدّـــــــــٜ ػـــــــيــــــــَــــــــا‬ ‫سب‬ ‫ٗ قـــــــــــو‬ Lecture…

Eduardo Espinoza Ramos Graduado y Titulado en Matemática Pura, Catedrático de las principales Universidades de la Capital 77\ 8W W » MfMINCUUf VAHKACtOMl E c u a c io…

X 1.GEOMETRI IN SPACE Y Z VECTORS 2 3 3 2 2 2 2 1 1 3 2 1 3 2 1 3 2 1 3 2 1 ) ( ) ( ) ( ) , , ( ) , , ( : tan . 1 ) , , ( Q P Q P Q P PQ Q Q Q Q and P P P P f ormula ce dis…

1 Hydrostatic Forces and stability The Joola after capsizing (Senegal 2003) 2 Hydrostatics Force p=0 p=0 h p = γh p =γ h h p=0 p=0 • The pressure on the bottom is uniform…