Professional China Concrete Shear Wall With Openings Design Example - Steel Structure Frame – Zhenyuan

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Professional China Concrete Shear Wall With Openings Design Example - Steel Structure Frame – Zhenyuan Detail:

Introduction

The structure has high strength, light weight and high rigidity, so it is especially suitable for building large-span, ultra-high and ultra-heavy buildings. The material has good homogeneity and isotropy, belongs to ideal elastic body, and is most in line with the basic assumptions of general engineering mechanics. The material has good plasticity and toughness, can have large deformation, and can well bear dynamic load;

Commonly used in hotels, office buildings and other high-rise and super high-rise buildings

Steel Structure Frame

1025

Structural Plan

1027

Layout of Structural Facade

1029

Foundation Layout Plan

1026

Structural Node Model Design

1028

Plan of Foundation Cap

1030

Three-dimensional Design Model of Structure


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Professional China Concrete Shear Wall With Openings Design Example - Steel Structure Frame – Zhenyuan detail pictures


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We are experienced manufacturer. Wining the majority of the crucial certifications of its market for Professional China Concrete Shear Wall With Openings Design Example - Steel Structure Frame – Zhenyuan, The product will supply to all over the world, such as: Finland, Casablanca, Bogota, "Good quality and reasonable price" are our business principles. If you are interested in our products or have any questions, please feel free to contact us. We hope to establish cooperative relationships with you in the near future.
  • This supplier's raw material quality is stable and reliable, has always been in accordance with the requirements of our company to provide the goods that quality meet our requirements.
    5 Stars By Norma from Italy - 2018.06.09 12:42
    High Quality, High Efficiency, Creative and Integrity, worth having long-term cooperation! Looking forward to the future cooperation!
    5 Stars By Sandra from Casablanca - 2018.06.03 10:17

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