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Cable stayed bridge analysis
Shruti Brahme
Hello sir/mam, I am post graduate student in structural engineering. I am doing my mini project . And analysing a cable stayed bridge. But having some difficulties and constant errors. please help me resolve this issue. Errors are 1. WARNING…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Not a valid "Column base (CB)" joint
Dan Calabro
I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
**ERROR: THE RAYLEIGH FREQUENCY 2.40420E-06 IS LESS THAN 0.00001 FOR LOAD 2
Tamim Hossain
Truss Frame Analysis_1.std Hi I cant solve said subject error pls seeking your assistance
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How Does STAAD V8i SS6 Read .UPT Files?
Brandon Stanton
Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to get the loadings details in report????
arul mani
I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Re: staad pro v8i (20.07.09.31) issue
carakasp
dear Shany. thank you for answering question 1. for question 3. i can't share the staad file due to company regulation. i'm so sorry. but i can show you my study staad for stair tower. this staad represent my problems. i check using AISC…
study.zip
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
[STAAD PRO] Ask : API code design parameter
carakasp
Gents, today i'm working on pipe/tubular section in my model. to check the ratio in analysis, i'm using API code, but for non tubular section, i use AISC 9th Ed. however, i have some question regarding API code. (i use STAAD Pro v8i SELECT 4 20…
Answered
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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