ASSIGNING SEISMIC LOAD IN STAAD PRO-IS 1893:2002
ฝัง
- เผยแพร่เมื่อ 6 ต.ค. 2024
- THIS TUTORIAL EXPLAINS HOW TO ASSIGN SEISMIC LOAD IN STAAD PRO. THE METHOD OF ASSIGNING SEISMIC LOAD IS MADE SIMPLE AND EASY FOR THE BEGINNERS. THERE ARE MANY MORE VIDEOS ON STAAD TRAINING. PLEASE REFER PREVIOUS VIDEOS FOR BETTER UNDERSTANDING
1. SEISMIC LOAD SELECTION---www.youtube.co....
2. SEISMIC LOAD USING RESPONSE SPECTRUM METHO DYNAMIC ANALYSIS---www.youtube.co....
Very good presentation. Thanks a lot.
Hii in my stadd pro couldn't find is 1893-2002 semasic load how to find and run the program
Great, please make the lecture about transportation analysis for structures. For example when we transport a structure by barge???
How would you calculate the lateral force sdof systems cantilever column concrete using earthquake is 1893-2002 staadpro
Very well explained
on clicking generate creation fail is coming how to solve it....?
Run CMD as administrator and run the command [regsvr32 “C:\SProV8i SS6\STAAD\Dll1893.dll”] to register 1893 manually.
@@shreysikka5902 tysm, this solved my problem
Thanku so much
Hi Dear
How to use and assign Kx Ky Kz and Lx Ly Lz in staad pro. kindly explain with example. Please send it if you have an example.
Hola soy tu seguidor pero te pediría de favor siempre dieras en todos tus videos la opción de configurar el idioma a español por favor, saludos desde México.
how to add water load and also empty condition in elevated water tank for seismic loads
error: no reference load case of type mass/gravity/dead/alive is defined for mass modeling
How to solve Sir ?
Dear Friend Can you send the load calculation of EOT of 10Ton Capacity and assing on Staad Pro
Thanks for suggestions!
Will definitely upload video crane loading
Thanks! This saved me!
Bro Fx ,Fy,Fz which is axial load
fx, fy, fz all can be considered as axial load depending on which member they are acting. for column fy is axial load whereas for beam depending upon the axis of symmetry fx and fz in considered as axial load.
this explaination is based on the reaction whereas for udl and point load its not necessary that they need to act axially.
in case of applied load base shear is considered as axial load.
Fx is the axial force
creation failed showing in seismic definition
1893 2016 is released ..
How to remove syntax error
Sir please upload next video
There is no drop-down list in seismic definition
Are itna dara hua kyu hai...aaram se bata bhai
Bhai accha bataye ho par hindi me hi bol lo
Are you scared or what ?? Dialogue delivery is awfully terrible, even though content is quite good. Please improve the way of presentation. Thank You