土木工程办公楼毕业设计计算书(外文翻译).doc

six-storey for part . We set the earthquake intensity for 7 degrees , near

earthquake, and Construction site for the Class 2 category in the region . And set

the leading wind direction for southwest wind . Basic wind pressure for 0.40

KN / M, and basic snow pressure 0.35KN/M. Floor roof were all use

cast-in-place reinforced concrete structure.

The design and implementing practical, safe, economic, aesthetic "design

principles.In accordance with the architectural design specifications, and to

seriously consider the various factors affecting the design. According to the

overall structure and architecture and detail.

This design consists of two parts, namely the construction design and the

solution, and after the establishment of the layout of structure, the The most

disadvantaged group or several groups of a combination of internal forces will

be found through the conduct of The combination of internal forces, after the

of internal force ( bending Moment, shear, axial force under the action of

horizontal loads ) and the structural internal force ( bending moment, shearing

force, axial force).The most secure result will be selected to calculate

Reinforcement and mapping. This design takes the Extended column under as

the independent basis, for which the calculation of Stress and reinforcement has

been undertaken.

the design. Rational design of building structures program is an important basis