What is the reason for designing of column without considering the worst load case even though I add several load combinations?
In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.
RAM Frame and NBCC 2015 4.1.8.11 4)
Hi,
Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…
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…
Increase Your Digital Productivity with STAAD.Pro CONNECT Edition conducted on Dec. 6, 2018 - Recordings Now Available!
The session “ Increase Your Digital Productivity with STAAD.Pro CONNECT Edition ” was conducted on 6th Dec 2018 at the Digital Advancement Academy, Pune, India to demonstrate the improvements to modeling, analysis and post-processing, along with design…
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…
06. Are seismic force applied on structural elements as well as pipe in an AutoPIPE analysis?
Applies To
Product(s):
AutoPIPE
Version(s):
ALL;
Area:
Date Logged & Current Version
Sept. 2017 11.01.00.17
Problem:
Are seismic force applied on structural elements as well as pipe in an AutoPIPE analysis?…