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Info Require On The Following Etabs Results
zinmgthan 4939 reacted to jammer3425 for a topic
joint shear ratio exceeds limit beam/column capacity rati exceed limit reinforcing required exceeds max allowed whereas the building is single storeyed and the column failed is 12 x 26 unable to attach model site not allowing how can i1 point -
Two Way Slab!!!
WR1 reacted to Waqar Saleem for a topic
in two way slab there is twisting moment along with bending moment, i need to clarify that how twisting moment decreases the bending moment ?i am sure that it decreases the bending moment but how ?1 point -
Info Require On The Following Etabs Results
UmarMakhzumi reacted to WR1 for a topic
check the units and make sure you applied correct loads...may be the load u apply is 100psf but you didnt select the proper units. check the stability of the model joint shear is not necessary unless its in a high seismic zone similarly beam column ratio check the story height and material properties1 point
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