Posted by: denim - 08-04-2010, 06:05 AM - Forum: Archive
- No Replies
Authors:
D.C. Isles
Binding:
Paperback
Description:
This publication provides design guidance on a particular form of composite highway bridge, the ladder deck form. Ladder deck form has two main girders, spanning longitudinally, and multiple cross girders spanning between the main girders; the deck slab spans longitudinally between these cross girders. This particular configuration gives rise to design issues that differ from the multi girder form of construction covered by the two SCI publications Design Guide for Composite Highway Bridges (General Guidance and Worked Examples). This publication is complementary to the earlier publications. Guidance is given on initial design of ladder deck bridges, covering the reasons for choosing this form, the selection of configuration and the initial sizing. Advice is given on the application of the design rules, according to BS 5400. Guidance on the design of cross girder connections and some aspects of detailing is also provided. Three short worked examples of design calculations are included.
Dimensions:
A4
ISBN:
1859421725
SCI Ref.Code:
P339
SCI Stock No.:
339
Have you ever got into a situation where you had, lets say 100 excel files, and after designing those excel sheets
you said to yourself, "Oh No!, I made a mistake, I want to change H8 cell formula"
What you will do then?
Here is a soultion.
I have designed this excel sheet, because I once was trapped like this...
In my sheet you can just select the destination folder and tell it which cell to change....it will do it in 2 mins.
1-Clear the contents of Column A from Row No. 2 to onwards.
2-Press "GET FILE NAMES" and choose the folder.
3-Enter Row and Column numbers of cells in which you want to have some changes in target excel file.
4-Enter Formula against each change.
5-Press "CHANGE ALL FIIES"
***WARNING.....the is written only to change cells of FIRST SHEET OF DESTINATION EXCEL FILE.....WARNING***
NOTE TO VISUAL BASIC INTERESTED GUYZ!
This coding is only applicable if you want to change some formula.... but you can modify my code to make it do anything you want in EXCEL....enjoy
Code:
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Posted by: imran - 08-04-2010, 04:37 AM - Forum: Archive
- No Replies
Hi if some one can upload the detailer manual for v12 or 12.2 I would be greatly obliged.
It is not included in my installation and i can not find it any where on the web.
Posted by: hanqinger623 - 08-04-2010, 02:23 AM - Forum: Archive
- No Replies
Does anyone have this Design Guide: CF06-1E DIRECT STRENGTH METHOD (DSM) DESIGN GUIDE
If someone happens to have this guide, please give me a link. Thanks a lot!
Elastic Analysis of Raft Foundations, high quality scan
* Author: J. Hemsley
* Hardbound ISBN: 9780727725943
* Publication Date: August 1998
* Format: Hardbound
Book Summary
This book explains the flexural analysis of plain raft foundations and related ground-bearing structures. It illustrates the basic principles of this difficult subject and includes many topics ranging from the distortion of an elastic half-space to the analysis and design of complex raft foundations using computer-based methods. It contains extensive numerical results, and examines the practical effects of soil-structure interaction by means of several case histories.
More like this?
* In this subject: Ground Engineering: Foundations, Structures and Buildings: Struct.. Analysis and Struct. Design
* By this author: J. Hemsley
Table of Contents
* Plane strain analysis of elastic half-space
* Plane strain flexure of infinite plate or elastic half-space
* Plane strain flexure of infinite plate on Winkler springs
* Symmetric plane strain flexure of finite plate on elastic half-space
* Antisymmetric plane strain flexure of finite plate on elastic half-space
* Axisymmetric vertical loading of elastic half-space
* Combined vertical and radical axisymmetric loading of elastic half-space
* Elastic deformation of transversely isotropic half-space under uniformily loaded triangular region
* Axisymmetric elastic flexure of infinite plate on half-space
* Axisymmetric elastic flexure of infinite plate on Winkler springs
* Elastic flexure of infinite plate on half-space under irregular loading
* Elastic flexure of infinite plate on Winkler springs under irregular loading
* Axisymmetric elastic flexure of circular raft foundations
* LGeneral analysis of raft foundations
* Influence of wall superstructure for circular raft foundations under axisymmetric condiions
* Influence of wall superstructure for circular raft foundations under asymmetric conditions
* Application of raft analysis to building structures
* Appendix
Code:
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This spillway is designed for a Low-Head Hydropower Project in Punjab (Pakistan).
Hope it helps !
Cheers
Code:
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