Hello,
Really basic question, I'm just new to engineering and wanted to see if this made sense.
I have a 24" simply supported 3x3x1/4 angle flipped that one of the legs is taking a 500 lb point load at the center.
I went through the equations and it seems fine, but just thinking about little...
Hello
This is a pretty simple problem but just looking for some help.
I am designing a steel plate for a walkway. The plate is to be 3/8" thick A36 steel. The span is 27.5 inches by 32 inches.
I was wondering if someone could help me with finding the maximum deflection and then the load that...
Hello,
Not sure if this is a stupid question but I've been staring at this for a while.
I have a big cabinet with 6 hooks on top that are not evenly spaced. I am designing a spreader frame so that there will be cables going vertically to the frame and then from 4 positions on top to a lifting...
Hello,
I am new to Staad. I have just finished building a steel platform. I am trying to check the unity ratio but when I go to the unity check in post processing under beams I just see N/A. Does anyone know how to fix this?
Thanks,
Ted
Hello,
I am just trying to test a railing by the OSHA specifications. The railing is ASTM A53 grade A Sched 40 Carbon Steel. The railing is 6 feet long between posts and 42 inches high. The nominal weight is 2.72 lb/ft, yeild strength 30 ksi, tensile strength 48 ksi, and allowabale stress 22...
Hello,
I am just trying to test a railing by the OSHA specifications. The railing is ASTM A53 grade A Sched 40 Carbon Steel. The railing is 6 feet long between posts and 42 inches high. The nominal weight is 2.72 lb/ft, yeild strength 30 ksi, tensile strength 48 ksi, and allowabale stress 22...
