2011年12月21日 · abusementpark: noncontact lap splices are permitted subjected to the limit of 6" or one-fifth the splice length whichever is less. The commentary clarifies that most research …

2012年3月12日 · 1) I don't understand the difference between Class A and Class B Lap splices. Do you always assume Class B unless you satisfy 12.15.2.a &12.15.2.b? 2) When determining …

2002年6月4日 · A Class B splice would require about 35 inches for the #6 and about 63" for a #8. A Class C splice would be around 46 inches for a #6 and about 82 inches for the #8. In 4000 …

2006年11月17日 · 1) A group of stirrups and/or ties at the top and bottom of the pseudo-lap splice. In reality, you were probably going to do this anyhow as a matter of good judgment. 2) …

2014年10月5日 · This corresponds well to the way we understand rebar bond and development to occur in concrete. For example, while development length and lap splice length are not the …

2014年6月26日 · When I detailed it, then double checked it, I noticed that for a #5 bar, the tension lap splice length for CMU is less than the Class B tension lap splice length for the concrete. …

2023年4月14日 · Oh yeah, that part of it is certainly a lap splice, I thought you were talking about the length into the footing. Sorry for the confusion. Hey dik, if you're not aware the Reinforcing …

2014年3月1日 · I have a project where I am using #6 and #7 rebar for an 8" CMU wall. The design code is 2006 IBC and the required masonry rebar lap splice length is 72d b due to the stress in …

2018年5月11日 · The splice length is a function of the development length. For example in ACI take a look at how this is calculated and you'll find the answer. For example in ACI318-19 look …

2002年7月3日 · I am reviewing rebar detail drawings and noticed that two bars that are lapped have differnt spacing. There is a #5@12 lapped with a #6@18. From the 12" and 18" spacing, …