hussein

thanks a lot , but the main concept can we put exp. jt in footing by splitting it into two parts without weak the structure , if no how we will make exp joint in this case

thanks a lot , but the main concept can we put exp. jt in footing by splitting it into two parts without weak the structure , if no how we will make exp joint in this case

expansion joints are used in large structure building , but i confuse about how much distance can be go without exp. jt and in there is footing the exp. jt pass it or not. i have abuilding 57mx34m the provider designer make exp joint in long direction and i find there is column at each side of exp jt . see attached dwg. is there aspecific note in aci code advice for this case? 1.pdf sugested solution.pdf