SAP2000 v18.0.1 Ultimate (Analysis Build 9430/64)
 File: C:\Users\Syed\Desktop\Frame B Analysis\Frame B.LOG




 B E G I N   A N A L Y S I S                                2016/10/09  23:13:39


 RUNNING ANALYSIS WITHIN THE GUI PROCESS
 USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)

 NUMBER OF JOINTS                          =          31
    WITH RESTRAINTS                        =           3
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =          42
 NUMBER OF LOAD PATTERNS                   =           4
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =           4


 E L E M E N T   F O R M A T I O N                                      23:13:39



 L I N E A R   E Q U A T I O N   S O L U T I O N                        23:13:39

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =         168
 NUMBER OF NON-ZERO STIFFNESS TERMS        =        1992

 NUMBER OF EIGENVALUES BELOW SHIFT         =           0


 L I N E A R   S T A T I C   C A S E S                                  23:13:39

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =           4
 NUMBER OF CASES TO SOLVE PER BLOCK        =           4

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: WIND
 CASE: EARTHQUAKE


 A N A L Y S I S   C O M P L E T E                          2016/10/09  23:13:39