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Showing results for tags 'bending moment diagram etabs'.
Found 2 results
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Normally when we display Bending moment/ Shear Force diagram of structure in ETABS, it is shown against some specific load cases or combinations, against which case/combination we should be checking it?, for instance if I plan to calculate steel reinforcement say using Moment Diagram? Please find attached screenshot. Many Thanks.
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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...
