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IS 800
STAAD.Pro
aisc 360-10
Beam Design
Bending Capacity
Bending Moment and Torsion combined
bending moments
Column
design
Flanges
floor load
IS 800-2007
IS 800-2007 LSD
Modeling
plate element
plates- beam connection
ratio
STAAD analysis
STAAD.Pro CONNECT Edition
STAADPro
Steel
steel beams
Steel Column Design
Steel Design
Steel Structure
structural engineering
Tapered Member
Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam
Arun Chugh
1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Member failing due to Critical Sec. 9.3.2.2
Manas Gupta
I Need Help in Resolving Failure of Member. This is a tapered I section, but it is failing under clause 9.3.2.2. of IS800. Can anyone help me to resolve this critical condition ? Flange thickness is 12 mm Other details of section in photo. 5826…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Problem modelling plates on top of beams for elevated steel water tank
SUJAY H M
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Re: Member Property Specification - STAAD.Pro Version: 20.07.06.23
Jason Coleman
STAAD.Pro does not design either GENERAL or PRISMATIC members as these have no defined section type. Different shapes have different local failure states, there is no way to identify a user-defined general or prismatic shape. However, any parametric user…
over 12 years ago
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