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Allowance for Max Lag?

4 replies [Last post]
Shah. HB
User offline. Last seen 1 year 10 weeks ago. Offline
Joined: 25 Nov 2008
Posts: 773
Hi to all

Is there any rule of thumb to determine maximum lag a pro-gramme of works can have ?

Replies

Shah. HB
User offline. Last seen 1 year 10 weeks ago. Offline
Joined: 25 Nov 2008
Posts: 773
In connection to the same clarification, is there any rule of thumb for max total float allowance for a pro-gramme of works ?
Shah. HB
User offline. Last seen 1 year 10 weeks ago. Offline
Joined: 25 Nov 2008
Posts: 773
Many thanks Rafael and Samer

Rafael Davila
User offline. Last seen 5 days 18 hours ago. Offline
Joined: 1 Mar 2004
Posts: 5241
From:

http://www.ronwinterconsulting.com/rabaseline.htm

94. Non-overlapping Lag Relationships. This check entails looking for lags or Leads greater in duration than the Activity Duration. Lags and leads typically are used to allow related activities to overlap in time. When the lag is larger than the activity duration, this overlap condition no longer exists and the reason for using the SS or FF relationship disappears. If the lag used is too great, the activities will no longer overlap in time. This may be an entry error. Otherwise, I suggest that you convert to a different relationship that better describes the intended relationship. Suggest that you investigate converting to a standard FS relationship.
Samer Zawaydeh
User offline. Last seen 5 years 51 weeks ago. Offline
Joined: 3 Aug 2008
Posts: 1664
Dear Shahul,

Planning Phase: The lags are used to reflect actual requirements at site.

Scheduling: The software nowadays are flexible to a large extent.

Basically, you need to write up your schedule to avoid the lag and use simple relationship.

With kind regards,

Samer