Search the Community
Showing results for tags 'beam failure'.
Found 3 results
-
AOa can you guys please check my model and guide me about how to proceed and identify any shortcomings in the model, the building is a hospital and is 6 stories and to be built in seismic zone 3 http://www.mediafire.com/file/7h69cvv4q4se2xs/OPD_test_3.EDB
-
even though all the sections is right the beam keeps on failing . i changed the torsional coffiecient to 0.01 . removed the load but its of no use it keeps failing giving an error shear and torsional coffficient exceeds.i have attached the model . thank you for the help SHIVA KUMARI.EDB
-
hi , I am designing a two storey mosque 40x80 the c/c spacing between grid is 13.33 ft.. and now matter how deep and wide beam I provide it still fails in seismic design.. can any one help me out .. here is the model attached. thanks FIANL MODEL 4.EDB
