I have L4x4X1/2" galvanize angle irons with nelson studds staggerd into them. now am faced with cutting off the studds a nd putting them into the center of the angle irons. i am faced with galvanize angle irons that have to be rewelded into the center of the L4x4x1/2". what recommendations do...
Is it ok to break cages and do you always use all reinforcing thru-out the entire pile our could you send the reinforcing down a certain depth and the remainder to have no reinforcing.
WHAT IS A GOOD SLUMP REQUIREMENT FOR PRECAST CONCRETE PILE?
WHAT IS A GOO SIDE CLEARANCE FOR POURING?
IS ROTATION OK FOR AURGER PILES NOT GOOD DURING PUMPING?
i have a mono. footing that is poured and ready to errect the steel columns. the problem is that the achor bolts that was embeded, was put in the wrong position a few inches off. The edge of the corners of the building for the columns plates are 1'-4" x 4"; leaving me with 21/2"...
Hello Engineers,
i was wondering if any of you had ever design reinforced inverse T beams or L shape beams. If you have, what is the standards for design process.
Hello Engineers,
i was wondering if any of you had ever design inverse T beams or L shape beams. If you have, what is the standards for design process.
Hi,
I'm designing a 4 stories condo's and i would like to find out how the live load reduction apply's too what i'm doing for the column, beams and wall loading.
PS. any one have any tips on Inverse T beams designs.
thanks,
altec