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how can I use m 22 moment for the rebar design. Can I direct use this moment.
Nice video, but in sap2000, how do you transform de moment intesity to a moment for design, and si trusfull the rebar design that sap2000 gives. sorry for the bad english.
Consider max moment intensity & then design reinforcement by moment for every ft/meter strip.
if i have 2 different story height let's say 5 and 4 meters how to i model this in sap?
how can I use m 22 moment for the rebar design. Can I direct use this moment.
Nice video, but in sap2000, how do you transform de moment intesity to a moment for design, and si trusfull the rebar design that sap2000 gives. sorry for the bad english.
Consider max moment intensity & then design reinforcement by moment for every ft/meter strip.
if i have 2 different story height let's say 5 and 4 meters how to i model this in sap?