Seismic Loads: Time-Saving Methods Using the 2018 IBC and ASCE/SEI 7-16
Author(s): David Fanella Edition: 1st Edition Publish Date: 2020 ISBN: 1260467392 Published By: McGraw Hill Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Wind Loads: Time Saving Methods Using the 2018 IBC and ASCE/SEI 7-16
Author(s): David Fanella Edition: 1st Edition Publish Date: 2020 ISBN: 1260467422 Published By: McGraw Hill Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Rain, Snow, and Ice Loads: Time-Saving Methods Using the 2018 IBC and ASCE/SEI 7-16
Author(s): David Fanella Edition: 1st Edition Publish Date: 2020 ISBN: 1260461521 Published By: McGraw Hill Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Flood and Tsunami Loads: Time-Saving Methods Using the 2018 IBC and ASCE/SEI 7-16
Author(s): David Fanella Edition: 1st Edition Publish Date: 2020 ISBN: 1260461505 Published By: McGraw Hill Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Lately I have seen several duplicate threads, a button to indicate that it has already been posted could be helpful to be able to warn and that the forum does not have these duplicates, so that one can help to maintain the organization that is one of the qualities of this forum.
Stability of buildings Parts 1 and 2: General philosophy and framed bracing
Author(s)/Editor(s): A. Gardner (The Institution of Structural Engineers) | Size: 2.08 MB| Format:PDF| Quality:Original preprint| Publisher: IStructE Ltd | Year: 1 July 2014| pages: 52 | ISBN: 9781906335267
This guidance covers the general philosophy of a building's stability system and, specifically, framed vertical bracing.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Author(s)/Editor(s): Harry R. Cedergren | Size: 50.5 MB| Format:PDF| Quality:Original preprint| Publisher: Wiley-Interscience| Year: January 25, 1997| pages: 496 | ISBN: 047118053X
The definitive practical guide to understanding and solving seepageand drainage problems
Now in its third edition, this unique resource offers simplemethods for analyzing and designing seepage and groundwater controlsystems for all major types of civil engineering works. Completewith solid coverage of seepage principles and flow netconstruction, this book is an invaluable aid to engineeringprofessionals and students in mastering this vital subject.
Seepage, Drainage, and Flow Nets, Third Edition, features:
* Clear explanations of Darcy's law, permeability, and other coreconcepts
* Seepage analyses and drainage designs for earth dams, levees,foundations, earth slopes, roads, airfields, streets, parking lots,and more
* Information on contemporary topics, including "wick" drains,"fin" drains, and the protection of groundwaters from contamination
* An assessment of computer solutions to seepage and drainageproblems
* Over 100 examples of flow nets, ranging from the simple to thecomplex --accompanied by step-by-step instructions
* Useful chapter references to facilitate further study.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This method covers procedures for preparing and testing untreated subgrade soils and untreated base/subbase materials for determination of resilient modulus (Mr) under conditions representing a simulation of the physical conditions and stress states of materials beneath flexible pavements subjected to moving wheel loads.
The methods described are applicable to undisturbed samples of natural and compacted subgrade soils, and to disturbed samples of subgrade soils and untreated base/subbase prepared for testing by compaction in the laboratory.
In this method, stress levels used for testing specimens for resilient modulus are based on the location of the specimen within the pavement structure. Samples located within the base and subbase are subjected to different stress levels as compared to those specimens that are from the subgrade. Generally, specimen size for testing depends on the type of material based on the gradation and the plastic limit of the material as described in a later section.
The value of resilient modulus determined from this procedure is a measure of the elastic modulus of untreated base and subbase materials and subgrade soils recognizing certain nonlinear characteristics. . Resilient modulus values can be used with structural response analysis models to calculate the pavement structural response to wheel loads, and with pavement design procedures to design pavement structures.
This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 79106902075728282038.png]](https://pic.civilea.com/images/79106902075728282038.png)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: mirror.png]](http://postgen.civilea.com/icon/mirror.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 99473968542008413101.jpg]](https://pic.civilea.com/images/99473968542008413101.jpg)
![[Image: 11206532329418748712.png]](https://pic.civilea.com/images/11206532329418748712.png)