Ing. Edgar D. Rodrguez Velsquez

Cap. IX. Fuerzas internas

2 ton/m

5m

2m

2m5 ton 3m

1 ton

Dibuje el DFN, DFC y DMF de los siguientes prticos

20 ton/m

10 ton.m

20 ton/m

2m

2m5 ton

6m

3m 6m

4m

2 ton/m4 ton/m

2 ton/m

5 ton/m

2 ton/m

5 ton10 ton

5m 4m 4m 5m

8m

4m

4m

5 ton/m

8 ton

4m

4m

8m 3m

2 to

n/m

5 ton/m

8 ton

4m

4m

8m 3m

2 ton/m

12 ton.m

8 ton8 ton/m

3 ton 5 ton/m5.0m

2.5m

6.0m 3.0m

1.0m

3.0m 4.0m 4.0m

2.5m

2.5m5 ton1

ton/

m

4 ton/m

2 ton/m

5.0m

8 ton.m

R5.0m

4.0m 5.0m

2.5m

4 ton/m 4 ton/m

8 ton/m

4 ton/m

A BR3.0m