Folks,
In 'Notes on ACI 318-08' P6-31 the bar area calculation for tension and compression reinforcement uses different steel stresses e.g. 60 and 58.7 psi.
Does anyone know the reason for the two stresses or is it a typo?
many thanks
Folks,
I have a beam to column connection using double angles. The angles are bolted to the column flange and welded to the beam web.
The beam has an axial tension force aswell as shear.
Section 9 of the steel construction manual (page 9-10) provides a formula for minimum angle thickness to...
Can anyone please point me in the right direction?
I am designing a steel portal frame canopy i.e. moment frame with a 15 degree rafter slope.
The column / rafter connection is to be a bolted haunch (tapered member).
I am looking for design guidlines for the column / rafter and connection...
I'd like to ask any Engineers familiar with the the design of concrete fence post bases.
I have a steel palisade security fence 8' high and posts at 9' centres.
There is a British Standard or guide that shows a 18"x18"x2'7"deep pocket base is adequate in 'normal' soil conditions.
The base...
Computer and Design Services Ltd. GT Strudl and STAAD Linking Programs User Guide
Issue 1 4-1
4. Link from GT STRUDL to CADS RC PadBase Designer and CADS
RC PileCap Designer
To make use of the design packages CADS RC PadBase Designer (RCPBD)
and CADS RC PileCap Designer (RCPCD), a link to the...
