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Structural Modelling | ETABS, SAFE, SAP ExamplesETABS, SAFE, SAP Examples (by Rana Waseem)
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ETABS, SAFE, SAP Examples (by Rana Waseem)
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Structural Modelling | ETABS, SAFE, SAP Examples | structuralmodelling.wordpress.com Reviews
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ETABS, SAFE, SAP Examples (by Rana Waseem)
structuralmodelling.wordpress.com
Equilibrium torsion | Structural Modelling
https://structuralmodelling.wordpress.com/2014/02/09/equilibrium-torsion
ETABS, SAFE, SAP Examples. Go back to main website. February 9, 2014. Local axis and moment diagram. Slab stresses at an angle →. Value of equilibrium torsion is not affected by torsion modifier (J) in ETABS. Try aapplying0.1 and 1.0 to the beam between columns, you will get same torsion value of 272 kN-m. That means you don’t have to worry about compatibility or equilibrium torsion in ETABS model. Select all beams and apply a factor if you wish to. Leave a Reply Cancel reply. Enter your comment here.
Base plate | Structural Modelling
https://structuralmodelling.wordpress.com/2014/02/09/base-plate
ETABS, SAFE, SAP Examples. Go back to main website. February 9, 2014. CM and CR →. Model base plates and apply any type of loading in ETABS. Make sure thickness of base plate (shell) is sufficiently large like 1m to make it rigid. Https:/ sites.google.com/site/ranawaseemdata/examples/Baseplates.EDB? Leave a Reply Cancel reply. Enter your comment here. Fill in your details below or click an icon to log in:. Address never made public). You are commenting using your WordPress.com account. ( Log Out.
Slab stresses at an angle | Structural Modelling
https://structuralmodelling.wordpress.com/2014/02/09/slab-stresses-at-an-angle
ETABS, SAFE, SAP Examples. Go back to main website. Slab stresses at an angle. February 9, 2014. If the slab is rotated in model, make sure you rotate its local axis too. Make your local axis to match with the direction of reinforcement. Https:/ sites.google.com/site/ranawaseemdata/examples/Slab%20Stresses%20at%20an%20angle.EDB? Leave a Reply Cancel reply. Enter your comment here. Fill in your details below or click an icon to log in:. Address never made public). Notify me of new comments via email.
CM & CR | Structural Modelling
https://structuralmodelling.wordpress.com/2014/02/09/cm-cr
ETABS, SAFE, SAP Examples. Go back to main website. February 9, 2014. Category: Center of Mass. Tags: Center of Mass. FEM 1d elements →. And remember you cannot find center of rigidity if you applied semi-rigid diaphragm. Https:/ sites.google.com/site/ranawaseemdata/examples/CM%20%26%20CR.EDB? Leave a Reply Cancel reply. Enter your comment here. Fill in your details below or click an icon to log in:. Address never made public). You are commenting using your WordPress.com account. ( Log Out.
Irregular building modes | Structural Modelling
https://structuralmodelling.wordpress.com/2014/02/09/irregular-building-modes
ETABS, SAFE, SAP Examples. Go back to main website. February 9, 2014. No of edges of area objects →. A very irregular funny shape. Model has 10 storeys each 3m high. There is a line between point#8 to point#12. You see the nodes on it? Https:/ sites.google.com/site/ranawaseemdata/examples/Irregular%20Building%20Modes.EDB? Leave a Reply Cancel reply. Enter your comment here. Fill in your details below or click an icon to log in:. Address never made public). Notify me of new comments via email.
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WS SAFE Footings Ver 1.0 Oct 2013 | My Passion for Structural Engineering
https://waseemrana.com/2013/10/16/ws-safe-footings-ver-1-0-oct-2013
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. WS SAFE Footings Ver 1.0 Oct 2013. October 16, 2013. Just export footing reactions from ETABS and right away you have the SAFE model! There are two main steps to create and finalize a SAFE model:-. 1 Modelling and preliminary sizes. 2 Readjustment of sizes and getting the results. This tool does the first step. I am working on the second step! 2 Putting des...
Examples | My Passion for Structural Engineering
https://waseemrana.com/category/examples
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. Punching reinforcement in SAFE. 1 Required reinforcement Punching shear reinforcement according to ACI is calculated as; Now punching ratio in SAFE is given by; Rearranging this, we get; where; vu = ultimate max applied shear stress including effects of moments; Mpa Vu = ultimate. February 11, 2015. Punching reinforcement in SAFE. February 11, 2015. This is...
Eigen Modes & Inelastic Response Spectra Examples | My Passion for Structural Engineering
https://waseemrana.com/2013/09/30/eigen-modes-inelastic-response-spectra-examples
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. Eigen Modes and Inelastic Response Spectra Examples. September 30, 2013. I am sharing with you my practice examples I did for Earthquake Engineering! If you find any mistake update me please! Inelastic Response Spectrum Example. Leave a Reply Cancel reply. Enter your comment here. Fill in your details below or click an icon to log in:. Updated on 24.10&...
Punching reinforcement in SAFE | My Passion for Structural Engineering
https://waseemrana.com/2015/02/11/11-february-2015-1258
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. Punching reinforcement in SAFE. February 11, 2015. Punching shear reinforcement according to ACI is calculated as;. Now punching ratio in SAFE is given by;. Rearranging this, we get;. Vu = ultimate max applied shear stress including effects of moments; Mpa. Vu = ultimate max applied shear force including effects of moments; N. Alternatively, if x is kept co...
Calculation Procedure in SAFE & ETABS | My Passion for Structural Engineering
https://waseemrana.com/2013/08/29/calculation-procedure-in-safe-etabs
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. Calculation Procedure in SAFE & ETABS. August 29, 2013. Step by step procedure how we would make calculations in SAFE and ETABS for any project. A handy tool for beginners! Download in PDF here. March 8, 2016 at 1:29 PM. March 14, 2016 at 2:08 AM. March 8, 2016 at 1:42 PM. March 14, 2016 at 2:07 AM. Leave a Reply Cancel reply. Enter your comment here. Updat...
Modelling | My Passion for Structural Engineering
https://waseemrana.com/category/modelling
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. Punching reinforcement in SAFE. 1 Required reinforcement Punching shear reinforcement according to ACI is calculated as; Now punching ratio in SAFE is given by; Rearranging this, we get; where; vu = ultimate max applied shear stress including effects of moments; Mpa Vu = ultimate. February 11, 2015. Punching reinforcement in SAFE. February 11, 2015. Calcula...
Tutorial | My Passion for Structural Engineering
https://waseemrana.com/category/tutorial
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. I would recommend this book to every structural engineer. Very easy, precise and concise. I am so in love with this book that I would like to thank the author; Ian A MacLeod for sharing with us this tremendous, sheer. May 26, 2014. May 26, 2014. ACI Crack Width Methods. ACI CRACK WIDTH METHODS FOR WATER TIGHT STRUCTURES For my software on this, CLICK HERE!
ACI Crack Width Methods | My Passion for Structural Engineering
https://waseemrana.com/2014/01/19/aci-crack-width
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. ACI Crack Width Methods. January 19, 2014. ACI CRACK WIDTH METHODS. FOR WATER TIGHT STRUCTURES. For my software on this, CLICK HERE! Three ACI documents for crack width; ACI 224R-01, ACI 350-01 and ACI 350-06. Table 4.1 is based on Nawy findings. The table is just a general guide line. No relationship between level of cracking &. Z in any units. ACI 318 max...
Notes | My Passion for Structural Engineering
https://waseemrana.com/notes-from-my-old-diary
My Passion for Structural Engineering. Learning FEM through Strand7 – Linkedin Group. Tall building structures; THAT! Structural Blogs and Engineers. Basic Concrete Concepts from Nilson 13th ed Book. Drift and Seismic Design. Importing CAD in ETABS as overlay. Leave a Reply Cancel reply. Enter your comment here. Fill in your details below or click an icon to log in:. Address never made public). You are commenting using your WordPress.com account. ( Log Out. Notify me of new comments via email.
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Structural Modelling | ETABS, SAFE, SAP Examples
ETABS, SAFE, SAP Examples. Go back to main website. Modeling examples site of waseemrana.com. Slab stresses at an angle. Local axis and moment diagram. Envelope sign for axial forces. No of edges of area objects. Follow Structural Modelling on WordPress.com. Slab stresses at an angle. Blog at WordPress.com. Follow “Structural Modelling”. Get every new post delivered to your Inbox. Build a website with WordPress.com.
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Structural Morphology Group | Blog of the Structural Morphology Group of the International Association for Shell and Spatial Structures
Blog of the Structural Morphology Group of the International Association for Shell and Spatial Structures. Postdoc Position in Kinetic Structures Laboratory. June 4, 2013. The Kinetic Structures Laboratory ( www.nd.edu/ athrall. Candidates interested in this position can apply by email with a detailed resume and contact information for three references to:. Department of Civil and Environmental Engineering and Earth Sciences. University of Notre Dame. 159 Fitzpatrick Hall,. Notre Dame, IN 46556. The SMG ...
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