I have double-pitch roof beams spanning 24 m,
the rise from support to apex being 0.5 m.
Each beam is designed for ultimate moments due
to wind loads and factored dead loads, and a
permissible service load deflection of L/250.
The owner has attached a suspended ceiling to
the roof purlins. As...
This is the tenth posting since 09/21/99!
And this is for a program that claims to have 600,000 users.
It discourages me from pressing on with my site:
http://engs-comp.com/mathserv/
There I present a concept of using BASIC directly in any word processor. The engine has been designed. I have...
I posted this message in the Structural Engineers' forum because I am (was) a structural engineer. Then I realised that it may be more appropriate in the Computer Programs forum, so this is direct duplication:
"This is NOT a commercial, even though it may appear like it to some. Please...
This is NOT a commercial, even though it may appear like it to some. Please don't "flame" it. The feedback from our more generous members is important.
Many years ago, I developed a computer program for my own in-house use. While I was in private practice, there was not a day that I...
