Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations SDETERS on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Sap2000 base reaction vs joint reaction

Status
Not open for further replies.

zeppelin_me

Mechanical
May 23, 2017
1
thread801-230670
Answer: Response-spectrum base reactions will not match the sum of individual joint reactions because their formulations differ. Base reactions are calculated for each mode before modes are combined using the CQC or SRSS modal-combination rule. Joint reactions, on the other hand, are calculated using modal combinations which are applied to each individual joint.
For example, consider a structural system with four joints and two modes. The SRSS formulation is used. Base and point reactions are generated as follows:
Mode 1:

Point 1 reaction = R(1,1)
Point 2 reaction = R(2,1)
Point 3 reaction = R(3,1)
Point 4 reaction = R(4,1)
Mode 2:

Point 1 reaction = R(1,2)
Point 2 reaction = R(2,2)
Point 3 reaction = R(3,2)
Point 4 reaction = R(4,2)
Base reaction:

Mode 1: SUM mode 1 = R(1,1) + R(2,1) + R(3,1) + R(4,1)
Mode 2: SUM mode 2 = R(1,2) + R(2,2) + R(3,2) + R(4,2)
Base Reaction = √((SUM mode 1)2 + (SUM mode 2)2)
Point reactions:

Point 1 reaction = √(R(1,1)2 + R(1,2)2)
Point 2 reaction = √(R(2,1)2 + R(2,2)2)
Point 3 reaction = √(R(3,1)2 + R(3,2)2)
Point 4 reaction = √(R(4,1)2 + R(4,2)2)
 
Yes, but the results should be very close if your base reactions are all at the same level. For sloped grade where the foundations are at multiple different elevations, I could see a significant difference.

The previous post suggested an order of magnitude difference which shouldn't be possible.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor