Hi, y all experienced and generous to share thoughts.
Wondering how GTSTRUDL is accepted by Oil/Gas/Petrochemical Owners and how much it is used by global EPC companys.
Basically, my firm does multi-disciplinary EPC design / construction management for projects in europe, middle-east and...
Hi,
Below uniformly distributed load tab of slab-on-grade spreadsheet does stress check for negative bending occuring in the aisle due to the stationary live load on both sides of the aisle.
Does anyone know why it compare wLL and wLL(allow)?
wLL is bearinhg pressure and wLL(allow) is from...
Hi,
I'm designing a slab-on-grade subject to single-axle wheel load using ACI360 which refers to PCA 2001 Concrete floors on Ground for the attached chart.
Question.
What if design inputs are beyond the range of the chart? Stress per 1000 LB axle load < 3, Effective contact > 200 and wheel...
Hello all,
I have a sort of research to be done on strut and tie model related to reinforced concrete girder to beam joint which of monolithic cast. Here are described specimens, with a few necessary information for you to picture them. Overall test layout is simply shown below and #1, #2, and...
