Abstract

"In the past the Engineering Department of the structural steel company, by which the writer is employed, has been troubled with having to make a large number of preliminary steel truss designs for the purpose of estimating weights for competitive bids on structural steel building contracts. In order to eliminate this expenditure of time, a study was made of the possibility of making a standard design for curved chord steel roof trusses that would give the desired information by observation"--Truss Design, page 5.

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

Professional Degree in Civil Engineering

Comments

Illustrated by author.

Publisher

Missouri School of Mines and Metallurgy

Publication Date

1930

Pagination

12 pages, 12 plates

Rights

© 1930 William Hewitt Bush, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Subject Headings

Building, Iron and steelRoof trusses -- Mathematical modelsSteel, StructuralStructural frames

Thesis Number

T 592

Print OCLC #

5962833

Electronic OCLC #

456106614

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