03-04-2011, 07:22 AM
Dear rusty,
from Dsh-s01.dwg(inside design.zip) and Fsh-ss01.dwg(inside foundation.zip):
1)Code
GBJ 9-87 (load code for the design of buildings structures)
GBJ 11-89 (Code for Seismic Design of Buildings)
GBJ 17-88 (Code for Design of Steel Structures)
GBJ 10-89 (Code for Design of Concrete Structures)
GBJ 7-89 (Specifications for design of building foundations)
2)Load
live load : 0.5 kN/m2
wind load : 0.5 kN/m2
snow load : 1.3 kN/m2
seis. load : SEISMIC DESIGN INTENSITY=7 (Peak ground acceleration=0.10g)
3)Material
Concrete : C20
Steel : Q235-A‧F
Anchor Bolt : Q235
High Strength Bolt : Grade 10.9
ps:
1.If I am not mistaken, codes above mentioned expired.
2.Steel detail autocad drawings(inside detail.zip) need password to be expanded.
Regards
from Dsh-s01.dwg(inside design.zip) and Fsh-ss01.dwg(inside foundation.zip):
1)Code
GBJ 9-87 (load code for the design of buildings structures)
GBJ 11-89 (Code for Seismic Design of Buildings)
GBJ 17-88 (Code for Design of Steel Structures)
GBJ 10-89 (Code for Design of Concrete Structures)
GBJ 7-89 (Specifications for design of building foundations)
2)Load
live load : 0.5 kN/m2
wind load : 0.5 kN/m2
snow load : 1.3 kN/m2
seis. load : SEISMIC DESIGN INTENSITY=7 (Peak ground acceleration=0.10g)
3)Material
Concrete : C20
Steel : Q235-A‧F
Anchor Bolt : Q235
High Strength Bolt : Grade 10.9
ps:
1.If I am not mistaken, codes above mentioned expired.
2.Steel detail autocad drawings(inside detail.zip) need password to be expanded.
Regards