General info:
2-way post-tensioned flat plate using banded-distributed tendon layout, banded in North-South, distributed in East-West, unbonded tendon design
Perimeter beams are being used to support a masonry veneer façade and also as part of a moment frame for wind/seismic loads
Using Adapt...
I've designed cantilevered CMU firewalls before, but it's always been where the seismic wasn't that bad. Got one now in a pretty bad seismic area and I'd like to stop and examine my methods to make sure the way I've always done it is still correct.
What R value do you others use for seismic...
from ASCE7, the stability coefficient theta has a Px defined as "the total vertical design load at and above Level x; where computing Px, no individual load factor need exceed 1.0."
so, let's say I'm checking a roof only with enough snow that 20% has to be used in the effective seismic weight...
Getting Started in Consulting by Alan Weiss
This book has been recommended by many people on this forum, so I bought it and read most of it. At the end of each chapter, he has a Q & A. There is one that baffles me and I would greatly appreciate everybody's take on this issue.
"Q: Is it smart...
when startin your own practice and setting up a website, how do you go about posting images of projects that show your experience?
permission from the owner?
permission from your former employer?
what if you were the EOR? what if you weren't the EOR but the lead designer and project manager?
