shear reinforcement is staad pro
i am designing a beam from IS 456 in connect edition 1st time before SS4 is used so it is observed that spacing of the Shear Stirrups is more then 300 in old version it is limited to 300 currently I am using update 12 of the Connect Edition please look…
RAM Concept Shear Reinforcement Section Design
Hi,
I'm trying to get a deeper understanding of why RAM Concept is showing my shear requirement as being larger than the same beam I have modelled in RAPT to verify. RAPT does not require any additional shear reinforcement. I have checked the shear…
Error? in kv calculation in RAM Connection
Hi everyone.
I was calculating a joint in RAM Connection, and notice that, from my POV, is a mistake in definition of a and h values for calculation of kv.
In this picture you can see a beam seated on a column, with following dimensions:
…
SHEAR Failure of RAFT in STAAD PRO - need asap help
Hi, I am modelling a substructure in STAAD Pro and after application of loads when i ran analysis i got my raft failed in shear. my allowable shear is 0.675 KPa and the actual shear stress is 1.5 KPa, i have ignored the plates under the columns and even…
Reinforcement Type and Area
Depending on the Reinforcement Type , the reinforcement area input and results are slightly different, as listed below:
Bending : one value for the total reinforcement area;
Longitudinal : one value for the total reinforcement area;
Shear long…
Shear in PT beams when Design column strip for Column + Middle strip resultants is checked
Hi there,
I'm designing a parking PT slab with PT beams in a corner panel where we have higher loads. I noticed that the amount of shear reinforcement in the beams running parallel to the distributed tendon (longitude direction) increases exponentially…
Global out of plane shear for plates
Provide an option for plate out of plane results to be viewed using global shear. Having the out of plane shear per unit length is helpful for determining if the plate width needs to be increased to meet the demand. Using the RC designer is to check shear…
RAM Concept CONNECT Edition Version 8 Update 3 Release Notes
Release Date: November 2021
Version: RAM Conce pt CONNECT Edition V8 Update 3
Version Number: 08.03.00.138
Download and Installation Instructions
Current and past RAM Conce pt releases can be downloaded from the Bentley Software Downloads page…
HOW TO GET A STOREY SHEAR AND IT IS SHOWING THAT SOME JOINTS ARE FAILING AT STOREY DRIFT,PLEASE FIND OUT THE ATTACHMENT
2570.PEB-EQUIVALANET STATIC ANALYSIS.std
I am attaching a simple g+2 building which I have analysed in Staad. Have few queries about the same.
I have given the clear cover to be 25mm in beams and 40mm for columns as per Indian Code. Further, I can see from the design output I can see from the design report that the clear cover is 35mm even though I have given 25mm in the input for the beams…
RAM Beam Shear Reinforcement Output in Slab Span Direction
Hi,
I've come across this particular issue a number of times but have never had RAM specify this much shear reinforcement before - see snapshots below. This is a one-way slab and band beam system so wouldn't be expecting shear ties in the beam like…
14. Composite Structures - Shear Studs
For Composite Structures one additional design task is the dimensioning of the Shear Studs. This can easily be achieved in RM Bridge by adding a series of longitudinal static spring elements in the girders to simulate this and extract the Normal forces…
RM Bridge: Web & Flanges - Shear reinforcement
The definition of the Web and Flange sections inside one Cross-section are done thru the Reference Set .
For a Web definition the type Shear reinforcement for web shown the web direction (or median line) to be considered, so only one line (constituted…
Simulation of soil nail in large scale direct shear test
Application
PLAXIS 2D PLAXIS 3D
Version
3DFoundation PLAXIS 2D
Original Author
A. Lengkeek, M. Peters
Date created
15 November 2011
Date modified
24 October 2016
In the Netherlands we have a history of…
How to check undrained shear strength using Undrained A?
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
22 September 2015
Date modified
22 September 2015
For Undrained A materials, where effective stress parameters are used, the undrained shear…
Prescribed displacements
Application
PLAXIS 3D
Version
PLAXIS 3D 2010.01
Date created
09 May 2011
Date modified
09 May 2011
The different uses of prescribed displacements are explained in this video. To demonstrate how to apply displacements…
Shear deformation in structural elements
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
20 November 2012
Date modified
20 November 2012
PLAXIS takes into account the shear deformation in structural elements subjected to bending. For the verification…
1 way shear effective depth calculation
I have an existing two-way slab that I am trying to analyze. At locations of negative bending, the effective depth for one way shear calculations is much smaller than I'm calculating it to be by hand.
Based on the value that the audit is showing, it…
Como obtener periodo de vibración para cada dirección X, Y y Z
Saludos a todos, en México se ha modificado el análisis por sismo, me piden realizar la comprobación del cortante basal en cada dirección ortogonal, mínimo en 2 direcciones (X y Z), así como la verificación del estado límite de servicio para sismos frecuentes…
RAM Connection Elastic Weld Demand
I am using RAM Connection for a base plate. The base plate has both uplift and shear concurrently. I was looking to see how the interaction of tension and shear was done on the weld and cannot figure out what RAM is doing to calculate the demand.
…
No results from cut by a plane method
Hello,
I attach my Staad model for your attention.
I am wondering why the plane I have cut does not give any values for Fx, Fy and Fxy? Also I cannot obtain a number of the outputs from the cutting plane such as global moment etc?
I am looking…
Cannot view detailed report & shear allowable not consistent
Dear SACS support team, I tried logging a service ticket but could get through, the website does not seem to work or I do not have access?
Running on SACS 5.7 V8i v5.7.0.1, I am getting different shear allowable stresses (AISC 9th) for my unsymmetrical…
RE: MAT FOUNDATION (Overturning)
I checked with the STAAD Foundation Select Series 4 (05.03.00.34) and confirm that the horizontal shears were considered to be at the base of the mat and so no overturning moments were calculated. When one includes the pedestal, the moment is calculated…
Understanding Expansion Joint Shear and Bending stiffness settings in AutoPIPE
Shear bending
See video below for how expansion joint moves when all stiffness values are set to rigid but 1 shear bending value was set to move freely:
See Also
Bentley AutoPIPE