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RISA Technologies: RISA-3D

JoshPlumSE
  • Question
RISA pronounced like Liza or Visa
Replies
3
Views
4K
JoshPlumSE
JoshPlumSE
RattlinBog
  • Locked
  • Helpful tip
Risa-3D - Confirmed error with calculation of hp for singly-symmetric beams AISC 360-16 Sect. F4 1
Replies
7
Views
4K
JoshPlumSE
JoshPlumSE
larcix
  • Locked
  • Question
Exclude some load cases in envelope?
Replies
7
Views
2K
larcix
larcix
haynewp
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  • Helpful tip
Pinned end display size
Replies
1
Views
893
larcix
larcix
EngDM
  • Locked
  • Question
RISA 3D - Steel Stud compression calcs not agreeing with Bailey Metal Products load tables
Replies
1
Views
1K
larcix
larcix
toshiba123
  • Locked
  • Question
thread1419-493014 I experience
Replies
1
Views
775
JoshPlumSE
JoshPlumSE
Ehsan Ben
  • Locked
  • Question
Column (Pile) and beam (Waler) connection fixity in a shoring system 1
Replies
3
Views
982
jayrod12
jayrod12
BoHboH
  • Locked
  • Question
Risa 3D to Floor; diaphragm and seismic loads
Replies
11
Views
2K
JoshPlumSE
JoshPlumSE
smokiibear
  • Locked
  • Question
Looking for Training on Risa Foundation for Residential Projects - JoshPlumSe, are you interested
Replies
2
Views
991
JoshPlumSE
JoshPlumSE
memphiseng
  • Locked
  • Question
RISAFloor Seismic Base Shear CMU Wall w/ Brick Veneer
Replies
3
Views
1K
JoshPlumSE
JoshPlumSE
goodbusiness
  • Locked
  • Question
No dominant mode in dynamics 1
Replies
2
Views
980
goodbusiness
goodbusiness
keen_mentee
  • Locked
  • Question
RISA 3D: WLY in LC Generator 1
Replies
2
Views
1K
WesternJeb
WesternJeb
Attention2Details
  • Locked
  • Question
Risa 3d Multispan Jack Beam
Replies
2
Views
1K
JoshPlumSE
JoshPlumSE
RattlinBog
  • Locked
  • Question
RisaCalc - spread footing module - size effect factor per ACI 318-19
Replies
2
Views
1K
RattlinBog
RattlinBog
SE2607
  • Locked
  • Question
Visibility By Level
Replies
2
Views
909
RattlinBog
RattlinBog
EAengineering07
  • Locked
  • Question
Plate Stiffeners End Releases
Replies
2
Views
992
EAengineering07
EAengineering07
compe_ad
  • Locked
  • Question
Subgrade modulus of soil in RISA
Replies
4
Views
1K
SE2607
SE2607
RDR89
  • Locked
  • Question
Interpreting IFST Results for Reinforcement
Replies
2
Views
1K
RDR89
RDR89
David Deck Guy
  • Locked
  • Question
Wind Load on Partially Open and Partially Enclosed Structures
Replies
2
Views
989
SE2607
SE2607
Alfonso Lamadrid
  • Locked
  • Question
Risa 3d end moments problem
Replies
9
Views
2K
WesternJeb
WesternJeb
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