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DSANJU
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Suggested Answer
*WARNING: LOAD CASE 25 HAS INFINITE OR NAN VALUES FOR DISPLACEMENTS. STRUCTURE IS EITHER UNSTABLE OR HAS BUCKLED OR AN ITERATIVE SOLUTION HAS DIVERGED.
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Latest
7 days ago
by
DSANJU
Suggested Answer
Seismic Analysis - Damping
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94
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3
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Latest
7 days ago
by
DSANJU
Suggested Answer
Design of Column
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12
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15 days ago
by
Ashwin chawda
Suggested Answer
How to model transportation acceleration in Staad.Pro?
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2
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Latest
19 days ago
by
Biswatosh
Answered
CSA S16-19 Annex O
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191
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2
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1 month ago
by
Michael Duncanson
Suggested Answer
Crowd Loading Time history analysis
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237
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4
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Latest
2 months ago
by
Swee How Ng
Suggested Answer
Input and output file into Command File
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196
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3
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2 months ago
by
Abhisek M
Suggested Answer
Torsional Irregularity Result Not Changing
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249
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5
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Latest
2 months ago
by
Dann Carlo Reformado
Answered
Partial Results for Eigenvalue Analysis Found
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180
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Latest
2 months ago
by
DSANJU
Suggested Answer
P-Delta action - equivalent static and response spectrum analysis .
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164
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1
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Latest
2 months ago
by
DSANJU
Suggested Answer
What is the influence area of a Joint?
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149
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1
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Latest
2 months ago
by
DSANJU
Suggested Answer
Limits of Amplitude in microns for different frequencies as per IS 2974 part -1 1982
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2
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Latest
2 months ago
by
V. Laxmi Hari Naidu
Suggested Answer
Error In STAAD Analysis *** STAAD.Pro ERROR MESSAGE *** *** ERROR DETECTED IN LOADING 1 *** ERROR IN INPUT DATA FOR LOAD CASE 1 . ***
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240
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2
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Latest
2 months ago
by
madhu
Suggested Answer
f = √(k ÷ m) ÷ 2π. is the formula for Frequency of Natural Frequency of the Structure. As per the Formula the Higher the stiffness the more is the frequency. explain with a analogy
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307
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4
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Latest
2 months ago
by
V. Laxmi Hari Naidu
Suggested Answer
Regarding Modal Frequencies - Explanation ?
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218
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3
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Latest
2 months ago
by
DSANJU
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