2.Design requirements 6TH~35TH STORIES PLAN
2. Design requirements
3.Loading Wind loading: According to the chinese code: ·Return period of50 years→Wp=0,55KN/m2. ·Return period of100 years→Wp=0,60KN/m2 Building situated in Tianjin,China>Roughness type C When using the program we choose the Chinese 2002 code Define Static Load Case Name -Loads -Click To_ Load 9密 Lateral Load Add New Load Chinese 2002 Modly Lood E QUAKE 0ire882002 28e202■ Show Lateral Load.. Delate Lood ■0☐ Concel
❖Wind loading: • According to the chinese code: • Return period of 50 years → Wp = 0,55KN/m2 . • Return period of 100 years → Wp = 0,60KN/m2 • Building situated in Tianjin, China → Roughness type C • When using the program we choose the Chinese 2002 code 3. Loading
3.Loading Earthquake loading: Design with a basic fortification intensity of 7. In consequence a ground acceleration of 0,15g is used. Site classification is a site-class IV. When using the program we choose the Chinese 2002 code. Define Static Lobd C Cick To Add New Load 0hme202 Mocy0时 DEAD 02 Chnese 2002 Show Lateral Load Delete Lood K Cancel
❖Earthquake loading: • Design with a basic fortification intensity of 7. • In consequence a ground acceleration of 0,15g is used. • Site classification is a site-class IV. • When using the program we choose the Chinese 2002 code. 3. Loading