Comparison of Bending Moment of a structure modeled with member and plate entities
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Postprocessing
Subarea:
Original Author:
Bentley Technical Support Group
…
Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect
Good day.
I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had.
I modeled the plate elements using parametric…
** WARNING ** A STIFF MATERIAL WITH 1.108E+01 TIMES THE STIFFNESS OF STEEL ENTERED. PLEASE CHECK.
Hello All,
I got a ** WARNING ** A STIFF MATERIAL WITH 1.108E+01 TIMES THE STIFFNESS OF STEEL ENTERED. PLEASE CHECK.
What does it mean? How to clear this warning?
Thanks in advance.
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PLATE STRESS AT TOP AND BOTTOM SIDE
Good morning,
I have to make question about STAAD Pro output plate stress ; in particular, I'm going to make a post processor excel file aimed to design concrete reinforcement of a slab according to ACI Code. Is It possible, for each shell, to obtain…
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The problem is:
While the beam offset works perfectly for modelling a beam…
Plate Girder Bridge - Neutral Axis to Calculate Moment at Midspan
Please see the attached STAAD model as a reference.
I am modeling a bridge with four 72" deep plate girders + 10" thick concrete deck on top. I have modeled everything using plate elements and I'm in the process of calculating the midspan moments due…
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I was just trying to analyze a mat foundation with 5 pedestal on it. Some pedestals are square in shape and others are octogonal.
I modelled the mat using plate element with thinkness of 0.5m. (plate element with 4 nodes)
pedestals modelled as beam…