Seismic Load Generator
I am using the seismic load generator for the first time. Can you please verify that I have applied it correctly? This is a viaduct with a long through-truss span. CRT ped LL straight PRATT TRUSS w MBTA ELEV.std
Vertical component of seismic load - NBCC
Dear All,
I am trying to consider vertical component of seismic load using National building code of Canada NBCC. I assume 70% of acceleration is vertical direction (see below), but I am getting errors. I would appreciate if you tell me where is the…
Does STAAD consider 1% Seismic force for SDC A structure?
for Seismic design category A structure, 10% of story dead load is required to consider (refer 11.7.2 of ASCE7-05). Does STAAD apply 1% of story dead load as Seismic load or it will calculate as per prescribed procedure based on chapter 12~15 of ASCE7…
Seismic Loads Concentrate Only On Inclined Member
Hi Good Day!
I would like to raise my concern in my STAAD model regarding the distribution of seismic forces. Currently, I can't find a way to achieve my desired mode shape which is translational for Mode 1 and 2, and torsional for Mode 3. Though I…
Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??
Hi,
1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ??
3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…
07. Is it not conservative approach to apply static seismic force on structure in AutoPIPE as done in STAAD?
Applies To
Product(s):
AutoPIPE
Version(s):
ALL;
Area:
Load-case
Date Logged & Current Version
Sept. 2017 11.01.00.17
Problem:
Is it not conservative approach to apply static seismic force on structure in AutoPIPE…
Staad Base reactions are differing
Hi,
I am facing a problem with reference to the Staad pro v9i SS6. Please help in solving the same if its a known bug or a workaround is available.
I have imported the load data for seismic in all 6 directions (+/-X,+/-Y, +/-Z ) This is a Z up model…
Anybody knows how to Load Seismic using SNiP Code?
Good Day!
Does anybody knows how to Load Seismic using SNiP Code?
Using STAAD Generated Loads (Load Definition), what parameters shall be considered in loading seismic?
Step by step procedure may help :)
Thank you!
Seismic Analysis of Boiler Support Structure - Find local structural accelerations
I am performing a seismic analysis of a 15m steel tower structure, which supports a large boiler at a height of around 10m. I am currently using the IBC code input parameters (S DS , S 1 etc.) where STAAD utilises the equivalent force procedure.
The…
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STAAD
Performing a Modal Response Spectrum Analysis V8i…
IS 1893-1 2002 Story Drift
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
STAAD.Pro Analysis Solution
Subarea:
Seismic Analysis
Original Author:
Bentley Technical Support…
Seismic Analysis
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
Analysis Solutions
Subarea:
Seismic Analysis Solutions
Original Author:
Bentley Technical Support…
Torsion consideration in IS 1893-2002 seismic analysis
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
STAAD.Pro Analysis Solution
Subarea:
Seismic Analysis
Original Author:
Bentley Technical Support…