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IS456
STAAD
Column Design
Dynamic Analysis
Indian
Indian standard
IS1893:2016
seismic analysis
Shear
STAAD.Pro
STAADPro
STATIC SEISMIC ANALYSIS
shear reinforcement is staad pro
Rahul Brijpuriya
i am designing a beam from IS 456 in connect edition 1st time before SS4 is used so it is observed that spacing of the Shear Stirrups is more then 300 in old version it is limited to 300 currently I am using update 12 of the Connect Edition please look…
3 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
seismic analysis dynamic and static difference
abhilashdoss sudhakar
Kindly do clarify my following doubt 1. I have attached three model a.static analysis model b. Dynamic analysis using reference load method c. Dynamic analysis without the use of reference load method a. Static method STAAD SPACE START JOB INFORMATION…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Ely and Elz parameter
abhilashdoss sudhakar
Should we give Ely and Elz parameter 1.2 for all column as per IS 456 ? And if that to be given in Ulz and Uly how to give and how it is different from Ely and Elz ?
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Ely and Elz parameter
abhilashdoss sudhakar
Ely and Elz need to be found as per tie member in each direction but is it necessary to give member length factor 1.2 for all columns as per IS456 ? In any case if am giving it as Ulx and Uly paramter what factor should that be given ?
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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