Calculation and design of beam cage with figures, tables and explanations
- Added: 22.04.2015
- Size: 211 KB
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Description
Course contains 1 sheet of A-1 format of graphic part, 27 pages of explanatory note
containing 8 figures, 2 tables and 3 sources.
Project's Content
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Poyasnilka МОЯ.doc
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МОЙ.dwg
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Additional information
Contents
Contents:
Assignment for performance of course work
Calculation of beam structure
Floor calculation for normal beam structure layout type
Calculation of floor beams for normal beam structure layout type
Calculation of complicated type of beam structure
Calculation of the main beam
Calculation of central compressed column
Calculation of connecting bars
Calculation of column base
Tip Design
List of used literature
I. Assignment No. 23 for the performance of coursework of a student of the PYG group 42 Izmailova R. R
Theme: "Metal girders"
Initial data for calculation:
Dimensions of the beam structure in plan: 3A3V, A = 13 m;
V = 6 m.
Building floor height: hstr = 1.4 m.
Floor top elevation: 11.000 m.
Floor load: P = 2 t/m2.
Structural solution of the column: A through column, the branches of which are connected by angles.
II. Calculation of beam structure
1. Floor calculation for normal beam structure layout type
The beam structure is dimensioned in plan 3A3V; A = 13 m, B = 6 m, floor top elevation hstr = 1.4 m, floor load P = 2 t/m2 and structural floor height of the beam structure 11.000 m. Material for fabrication of steel structures is assigned according to SNiP II2381 * [1]: Steel grade C245.
МОЙ.dwg
