07-29-2009, 04:07 AM
The major checks we used to apply are:
1) Tributary area calculation and comparing it with analysis result,
2) checking and matching the base shears, scaling factor should not be less than 1,
3) arbitrary checking moments for the beams,
4) I am using Staad pro, so model should be checked thorughly and moments should be released secomdary beams.
Regards
1) Tributary area calculation and comparing it with analysis result,
2) checking and matching the base shears, scaling factor should not be less than 1,
3) arbitrary checking moments for the beams,
4) I am using Staad pro, so model should be checked thorughly and moments should be released secomdary beams.
Regards