AoA SIr. sir in etabs we often face a problem that in column steel required in uper stories is more then than in lower stories, but in common practice the load t=on the column of lower stories is more than the ...Read more
Discy Latest Questions
What to do when the area of steel for top and bot bars provided at joint in continuous spans is not the same. Do you all consider the larger area of steel at support?
Good day, what is the difference between sway intermediate, sway special, sway ordinary and nonsway in etabs frame type?
HOW DO WE CALCULATE RESPONSE REDUCTION FACTOR IN PERFORMANCE BASED SEISMIC DESIGN OF BUILDING.. CAN ANYBODY TELL THE PROCEDURE…
I have seen your pile cap design video in etabs. In Safe there is an option compression only when we assign point spring. i have not seen anything like this in etabs.
alchemist123Beginer
please what is the best solution for wall cracks such as the one shown on the images Read more
adminIntermediate
Civil engineering is a professional engineering discipline that deals with the design, construction, and maintenance of the physical and naturally built environment, including public works such as roads, bridges, canals, dams, airports, sewerage systems, pipelines, structural components of buildings, and ...Read more
HimalBeginer
In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?
PRAVEENBeginer
can we find Response reduction factor using Time history non linear analysis. if then what is the procedure.