Search the Community
Showing results for tags 'SEFP consistent design'.
-
*SEFP Consistent Design**Pile Design**Doc No: 10-00-CD-0005**Date: Nov 21, 2017* This article is intended to cover design of piles using Ultimate Limit State (ULS) method. The use of ULS method is fairly new for geotechnical design (last decade). The method is being used in multiple countrie...
- 10 replies
-
- sefp consistent design
- piles
-
(and 1 more)
Tagged with:
-
*SEFP Consistent Design* *UBC Seismic Drift Limits* *Doc No: 10-00-CD-0003* *Date: June 04, 2013* The goal of this tutorial is to demonstrate how to evaluate building drifts and story drifts using UBC 97 guidelines. The philosophy behind Story Drift Limits is “Deflection Control”; In UBC 97, defle...
- 13 replies
-
*SEFP Consistent Design**Pile Design**Doc No: 10-00-CD-0007**Date: April 16, 2018* 1.1. FUNCTION OF JOINT Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for w...
- 4 replies
-
- beam-column joint
- sefp consistent design
-
(and 1 more)
Tagged with:
-
*SEFP Consistent Design* *1997 UBC vertical earthquake term* *Doc No: 10-00-CD-0002* *Date: May 30, 2013* *Article is ripped: Good one to share though* For Strength Design, Ev has the effect of increasing compression and tension/uplift effects on vertical load carrying systems. Ev is not a...
- 4 replies
-
- seismic load combination
- UBC special seismic
- (and 2 more)
-
*SEFP Consistent Design* *Torsion: Reinforced Concrete Members * *Doc No: 10-00-CD-0001* *Date: May 24, 2013* Torsional forces, generally speaking, occur in combination with flexural and transverse shear forces. From a design perspective, we need to understand difference between two torsion t...
- 15 replies
-
- torsional stiffness of beams
- risa torsion design
- (and 8 more)
-
*Comments/Observations regarding modelling in ETABS* *Doc No: 10-00-CD-0006* *Date: May 06, 2017* Some of the observations made during extraction of results from ETABS (v 9.7.4), for design of reinforced concrete members, are being share in this article., 1) Minimum Eccentrici...
-
- stiffness modifiers
- time period etabs
- (and 3 more)
-
Hello Everyone, This log is intended to keep track of all consistent design articles. It would also help me assign the document numbers as the articles come out. If you have an article or post that you will like to get included in SEFP Consistent Design Series, please PM me or any of the moder...
-
Salaam All, Looking forward to develop a series of articles under the title of "SEFP Consistent Design". The aim is to provide simple and lucid examples for our Pakistani Engineers that use UBC 97; examples will serve as quick reference and try to clarify misconceptions prevalent in design...
- 8 replies
-
- Structural engineering forum
- consistent design
- (and 1 more)
-
*SEFP Consistent Design* *Diaphragm Flexibility* *Doc No: 10-00-CD-0004* *Date: August 07, 2014* I am writing this article about a very important, but mostly neglected topic of flexibility of diaphragm. I used to assume that all reinforced concrete slabs can be treated as rigid diaphragms. But as i...
- 4 replies
-
- diaphragm
- diaphragm flexibility
- (and 2 more)