Hallo! Tracked shipping to Austria with Delivery Duty Paid for just €3.99  

Ship to
Austria
0

My Account

  • argentina
  • chile
  • colombia
  • españa
  • méxico
  • perú
  • estados unidos
  • internacional

menu

Select your country

Americas

Europe

Rest of the world

portada Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- Und Berechnungstabellen Für Ausgesteifte Stahlplatten: = Entwurfs- Und Berech (in German)
Type
Physical Book
Author
Publisher
Language
German
Pages
197
Format
Paperback
Dimensions
23.4x15.6x1.1 cm
Weight
0.29 kg.
ISBN13
9783528086732
Categories

Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- Und Berechnungstabellen Für Ausgesteifte Stahlplatten: = Entwurfs- Und Berech (in German)

Noel W. Murray (Author) · Vieweg+teubner Verlag · Paperback

Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- Und Berechnungstabellen Für Ausgesteifte Stahlplatten: = Entwurfs- Und Berech (in German) - Murray, Noel W.

Cheaper New Book Imported to Austria
Delivery: 08 Dec - 10 Dec Shipping: 16 to 17 business days.
74,98 €
Faster New Book Imported to Austria
Delivery: 24 Nov - 26 Nov Shipping: 6 to 7 business days.
90,46 €
Import costs and 10% VAT included in the price ✅
74,98 €

Choose the list to add your product or create one New List

Go to My Wishlists
Calculate shipping cost

Synopsis "Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- Und Berechnungstabellen Für Ausgesteifte Stahlplatten: = Entwurfs- Und Berech (in German)"

Stiffened steel plates have been used for many years especially in the fields of bridges, ships and towers. They are very efficient components of a structure, having both a high strength - to -weight ratio and a pleasing appearance. However, in some cases they have a tendency to buckle in one mode or even two simultaneous modes. In existing codes of practice designers have been supplied with many comprehensive rules so that they can calculate failure loads (collapse conditions) and the loads at which first yield occurs (serviceability conditions). A key calculation in each of these determinations is that which gives the critical stress. However, the critical stress depends upon many features such as the boundary conditions along the sides and at the ends and the geometry of the cross-section. A short stiffened plate may buckle locally whereas a longer panel with the same cross-section may buckle as a wide Euler column. The labour involved in checking individual trial designs is often formidable. It is the aim of this book to try to ease this burden for designers. They will find that it is a simple matter to use this book as if it were a catalogue of sectional properties. Indeed the tables contained herein present the usual section properties but they also indicate the stresses at which local buckling occurs and the panel length beyond which global (i.e. Euler type) buckling governs.

Customers reviews

More customer reviews
  • 0% (0)
  • 0% (0)
  • 0% (0)
  • 0% (0)
  • 0% (0)

Frequently Asked Questions about the Book

Is the book original?

All books in our catalog are Original.

In what language is the book written?

The book is written in German.

What is the format of this book?

The binding of this edition is Paperback.

Questions and Answers about the Book

Do you have a question about the book? Login to be able to add your own question.

Opinions about Bookdelivery

More customer reviews