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Showing results for tags 'Member Local Axis'.
Found 4 results
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Hello everyone, need help regarding plate orientation issue in STAAD Pro software. I have model the structure in software and facing warnings in output file.
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hi everyone. in etabs concrete beam design m33 shows one moment and etabs designed for another higher moments.why it happens?according to m33 moment spread sheets shows another value and etab model show higher value of As.pls reply asap
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السلام علبكم How can I control the direction of the L-beam horizontal leg in Etabs ??
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I have problem understanding the concept of member force diagram for frame elements.... when i select moment 3-3 component then it shows the moment diagram in 2-2 axis... and similarly for moment 2-2 which it shows in local 3-3 axis.... so when i select moment 3-3 etabs displays the moment diagram in 2-2 direction i-e i will bend in local 2-2 axis but selecting 3-3 should show bending along 3-3 axis... also 3-3 moment is maximum... any body can help me in this regard may be i got confused with this terminology but i searched alot on this...
