Hello all.
I have a question (actually need a solution) regarding bottom "integrity" steel provision for two way slab design. As per Figure 13.3.8 of ACI 318, at least two bottom bars in each direction must pass within the column core and be anchored at exterior supports.
However, we recently...
I am currently working on a project where most of the structure is made out of concrete. this Week i encountered a unforeseen problem. the EOR asked me submit the type of equipment that i was planning to use on the elevated slabs. i used a Forklift Caterpillar P5000 pneumatic on many occasions...