Structural Drawing of a Three storey Frame Steel Roof Truss Gymnasium in Xinjiang

This document is a relatively simple frame structure diagram of small and medium-sized gymnasiums. It contains plan, section, elevation drawings, etc., which are complete and detailed, and can be downloaded by designers for reference

Building function: sports height Category: multi-storey building Number of floors above ground: 2 floors Drawing depth: construction drawing Design service life of civil building: 50 years Structure form: reinforced concrete structure Reinforced concrete structure: frame foundation form: independent foundation Structure safety level: Grade II Foundation design level: Grade C Seismic fortification intensity: Grade 7 Seismic wind pressure: 0.4kN/m2 Snow pressure: 0.25kN/ ㎡ Number of drawings: 15 Design time: 2009 Content introduction

Structural Drawing of a 90m Gymnasium

This design is: structural drawing of a 90m gymnasium

The building is of frame structure

The first floor is 5.35m high, the second floor is 7.65m high, and the indoor and outdoor height difference is 0.45m.

The basic wind pressure is 0.4KN/m2 according to the local wind load standard value

Basic snow pressure 0.25 KN/㎡

Seismic intensity 7

Structure importance coefficient is 1.0

Drawings include:

There are 15 drawings in total, including general description, foundation plan and beam reinforcement drawing, foundation component and structure, beam reinforcement drawing, column consolidation numbering drawing, column section drawing, structural plan, grandstand detail drawing and stairs.

This design is a plan of a school's three storey gymnasium building. The architectural structure of the project is: frame structure. The number of floors is: 3. The height is: 16.8 meters. This set of drawings includes the plan, elevation, profile of each floor of the building. A total of 4 drawings are designed to include: basketball court, restaurant, office, locker room, etc.

This project is a sunshine hotel project in Xinjiang. It is divided into four districts of ABCD, three floors above the ground, with attic, and one floor underground. It is a frame shear wall structure with seismic fortification intensity of 8 degrees. The foundation form: independent foundation under the column, strip foundation under the column, strip foundation under the wall. The foundation design grade is C. The drawings include: concrete structure design description, foundation drawing of each area, underground beam and slab drawing, wall and column drawing, beam and slab drawing of each area on each floor above the ground, wall and column drawing, staircase drawing, column reinforcement detail drawing, and a total of 61 drawings. Plotted in April 2014. Layout plan of wall columns on the first floor of Area A Reinforcement plan of cast-in-place slab on the attic floor of Area A Reinforcement plan of beam and slab on the second floor of Area C Reinforcement plan of wall columns on the first floor underground of Area B Reinforcement plan of beam and slab on the second floor of Area B Layout plan of wall columns on the second floor underground of Area D Reinforcement plan of beam and slab on the first floor underground of Area B Reinforcement plan of column on the third floor of Area A Reinforcement plan of beam on the third floor