Hi
I need some help checking my line of reasoning, as it seems we can not get to a decision at work.
I am pouring a column, the column is inclined at an angle (Say 52.2 deg), and it will be poured in two lifts (No more than 13ft in vertical).
The columns are formed (Not concerned about this)...
Howdy everybody
I got a question, is more related to the legality/ ethical aspect of the profession.
I wok for a company, whose main line is shoring and reshoring of concrete, many contractors can choose to stamp their own drawings, many have their own technical department. As a general rule, I...
Good morning,
I've been trying to find the right formulas, for a plate that is going to be simple supported at the corners.
the only reference I've found online (not even Roark has the condition) is a webpage structX.
see screen shot attached, my question is, to what extent are the Moment...
I witnessed an argument today.
Contractor is tasked with building a free standing wood pergola in south florida, specifically, in Palm Beach county.
Initially it was going to be 12ftx20ft, engineer said for such pergola (Main beam spanning across 20 ft dimension) it would need a middle post...
Good morning all.
Iam doing some demolition work of some existing slab. Slab is going to be demolished and replaced by a new one. Said slab is shored, but standard shoring is designed for Concrete weight, Forms weight and Live load (ACI recommends 50 psf if not motorized buggies, and 75 psf if...
Good morning, I've been a follower of pretty much every thread regarding shoring/ reshoring. I Hope @EngineerMary is still around.
I got a couple question regarding reshoring.
1. I am new to reshoring, so in my company I am gathering old designs to use somehow as templates. I got the situation...
