Apologies Brisidii and bkal, I was away and unable to respond.
The design is for a capping beam for a quay wall. The Capping beam includes service tunnels and is supported on the caisson walls. I have been looking at an envelope of forces consisting of Bollard pull, fender load, crane load...
Hi I am using ROBOT and have a volumetric solid which has to be designed. The output of of solid elements are stresses however how would one design the reinforcement when the condition is not beam flexure theory? I see there is an ACI method using stress analysis, does anyone have any examples...
