I can totally relate with this post. I often ask myself whether I want to be a problem solver or simply stick to the problems I already know - the easy life. I've spent quite some time in my comfort zone, but now I'm committed to pushing beyond those boundaries.
Believe it or not, walking genuinely helps. I'm a strong advocate for taking walks. It’s the first step (pun intended) toward clearing the mind, especially when things feel mentally cluttered. Keep this in mind as you move forward: motivation is great, but consistency and discipline are even more powerful. You might feel inspired to read or learn today, but if you don’t keep it up regularly, that spark fades.
Personally, I’ve adopted the “30 minutes a day” method and dedicating at least half an hour daily to reading on a specific topic. It’s made a noticeable difference. I’ve even set up a reading focus mode on my devices to silence all notifications. The key is to concentrate on the small portion you’re reading, rather than getting overwhelmed by the complexity ahead (here’s time for that later).
Reading can be dull at times, so I mix in videos to keep things engaging. I also visit this forum, search for relevant topics, and read through the responses—they often offer more practical insights than the dense, conceptual books.
I am in a wind region and not a seismic one, so I dread all SDC D and upwards projects. The thought of getting deeper into ASCE and AISC 341 was a nightmare, but I am gradually overcoming this fear as I progress. I pretended to be busy doing other trivial tasks just to avoid studying seismic-related topics - I did all you have listed.
The first step for me was grabbing a textbook (they’re also expensive these days, but that’s a topic for another day) and reading through and just reading through a chapter without forcing myself to understand. After a chapter, I went to ASCE/AISC 341 to see how well I understood and what the commentary says. Just understanding the basics; Ss, S1, how stiffness/period affect seismic force, and that ground motion. I am not an expert, but gradually I have developed a better understanding to the point I had a big argument with a registered licensed engineer on major issues in his seismically designed structure for him to later admit a flaw in his design.
In fact, I was so proud of myself when I commented on this post:
Design of Beams in Special Concentric Braced Frames . I was like, "how did Ido that???????????"


