I want to model my suspension bridge with a:
mid-span: 156 m
side-span: 52 m
sag: 10,9 m
pylonheight: 12 m
I have a problem with the input of the cable in SAP 2000
Material data:
full lock cable
weight: 83 000 N/m3
Modulus of elasticity: 160 000 N/mm²
Tensile strength: 1570 N/mm²
Yield...
I want to model my suspension bridge with a:
mid-span: 156 m
side-span: 52 m
sag: 10,9 m
pylonheight: 12 m
I have a problem with the input of the cable in the SAP 2000
Material data:
full lock cable
weight: 83 000 N/m3
Modulus of elasticity: 160 000 N/mm²
Tensile strength: 1570 N/mm²
Yield...