ESTATICA GRAFICA

 










 







σ=P/A

KG/CM²

A=P/σ

A=14000/1265

11.06719

A=11.06 CM²



0.375

0.25

0.5

A=10250/1265

8.1


0.625

A=6250/1265

4.94


4.940711

4.94

MATERIAL

SE CONSIDERARA UN DOBLE ANGULO DE ACERO  A-36 PARA LA CONSTRUCCION DE LA ARMADURA

area de

 

 

 

 

 

 

 

doble

area de

 

angulo

la pza

#/ft

 

in²

 

pieza

 

 

peso/ft

 

 

3"x2-


❽❽'




❶❼

❷❽'


❸ ❽

❹❾


❼❻

❾❺


 











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