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md armanul hoda
***WARNING: THE FACTOR FOR DYNAMIC ECCENTRICITY FOR LOAD# 6 IS ASSUMED TO BE 1.5.
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
problem in RCDC how to solve this error
AJINKYA CHINTALWAL
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Node coordinates
Ayyappan Kumaravel
How do i view the coordinates of the node apart from viewing it from the node table Thank you.
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Nodal Displacement and Member displacement and its allowable as per BS5950
Yashwant Naik
I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
W14 x 53 section is encased in an 18 in x 22 in concrete section
Muzhgan Ghafari
A W14 x 53 section is encased in an 18 in x 22 in concrete section. The composite column is 15 ft in length. In addition to the steel hot-rolled section, 4 #9 bars are placed as shown across the column cross-section. Determine the design strength, ϕP…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
SLAB ELEMENT RESULTS
GAURAV GOSWAMI
I am new in staad pro so please answer this question in very easy language....! When we design plate element than staad output gives concrete design results but i can't read them..... can anyone help me to read plate element design results..... …
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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