aula 04 - cisalhamentotransversal
TRANSCRIPT
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Professor Maurício P. Ferreira
Engenheiro Civil, M.Sc., D.Sc.Pós-doutorando - Universidade de BrasíliaPesquisador - Universidade Federal do Pará
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0. ( )
Definição: é a componente de tensão
que atua no plano da área seccionada.
Efeito: tende a provocar o
deslizamento (corte) entre seções
subseqüentes.
Limitações: casos de cisalhamento
simples ou direto, que ocorre em
ligações com pinos e parafusos.
τ =
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0. ( )
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0. ( , )
=
= ⋅ + +
= −
∑
=
+ ⋅ = ⋅ ⋅ + +
=
∑
= 0, =
= ,, = 0
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0. ( , )
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1. • E ( )
;
•
() ();
• (σ )
(τ
) ;• A .
.
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1. C
. :
1. (τ)
();
2.
();
3. ().
E τ
.
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1. D
:
1. A ;
2.
;
3. ,
.
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1. A
:
= = ± τ
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1.
A
:1. C 2 ;
2. ,
;
3. C
;
4.
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1.
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1.
• A , ,
;
• E .
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2.
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3.
• C ;
• A 2
,
;
• A , :
( )
⋅= −
+ ⋅= −
σ
σ
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3.
•
;
• C
;
•
;
•
τ
.
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3.
= ⋅ ⋅ ⋅
⋅
= ⋅ ⋅⋅
∫
∫
τ
τ
(E.1)= ⋅ = ⋅∫
•
:
⋅= ⋅
τ
• :
(E.2)
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4.
• A
() ;
• , (τ )
;
• , ( )
;
• ,
;
= ⋅ = ⋅∫
⋅=
⋅
τ
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0. ( )
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4.
= ⋅
= ⋅
= ⋅
= ⋅ −
∫
∫
• D:
(E.3)
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4.
= ⋅ ⋅ − ⋅
= ⋅ −
τ
τ (E.4)
• 3 2:
• τ = =
• τ = τ
=
⋅ ⋅= = ⋅ ∴
⋅ ⋅
τ
⋅=
⋅
τ
(E.5)
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4.
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5.
• E τ
;
•
;
• A
;
• A, τ
.
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5.
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5.
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6.
•
;
•
;
• A
.
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6.
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6.
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7. ()
• , ,
;
• , ,
13% (
);
• A
.
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7. ()
• ,
.
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• Exemplo 1: = 0,5 . E 100
150 . D
,
( ) 11
1,2 ( ).
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= ∴ = ⋅
• Exemplo 1:
=
⋅ ⋅=
⋅
σ
σ
⋅=⋅
⋅=
⋅
τ
τ
⋅ ⋅ ⋅ ⋅ ⋅ ⋅= = ∴ =
τ
⋅ ⋅ ⋅ ⋅= = ∴ =
⋅ ⋅
σ
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• Exemplo 2: A 3 . D: ) )
.
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• Exemplo 2:
= ⋅ −
⋅
= − ⋅ ⋅
=
τ
τ
τ
⋅=
⋅
⋅=
⋅ ⋅
=
τ
τ
τ
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• Exemplo 3: . 80 , : )
) .
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• Exemplo 3: = = = = =
( )
( )
= ⋅ ⋅ − ⋅ + ⋅
= ⋅ ⋅ − ⋅ + ⋅
= ⋅
( )
⋅ ⋅⋅= =
⋅ ⋅
⋅ ⋅ ⋅=
⋅ ⋅
=
τ
τ
τ
( )
⋅ ⋅⋅= =
⋅ ⋅
⋅ ⋅ ⋅=
⋅ ⋅
=
τ
τ
τ
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• Exemplo 3: = = = = =
( ) ( )
= ⋅ ⋅ + ⋅ ⋅
= ⋅
⋅=
⋅
⋅ ⋅=
⋅ ⋅
=
τ
τ
τ
( )
( )
⋅= ⋅ ⋅ +
⋅= ⋅ ⋅ +
=
τ τ
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• Exemplo 4: 2.000 . A
. D: ) ; )
) .
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• Exemplo 4:( ) ( )
= + ⋅ + ⋅ + ⋅
⋅ ⋅= + ⋅ ⋅ + ⋅ + ⋅ ⋅
=
( ) ( )
= ⋅ = ⋅ ⋅ + ⋅ ⋅ ⋅
=
∑
⋅ ⋅= =
⋅ ⋅ ⋅
=
τ
τ
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• Exemplo 4:
( )
= ⋅ = ⋅ ⋅ ⋅
=
∑
⋅ ⋅= =
⋅ ⋅ ⋅
=
τ
τ
⋅ ⋅= =
⋅ ⋅ ⋅
=
τ
τ
( )
= ⋅ = ⋅ ⋅ ⋅
=
∑