SAP2000 Advanced Version 11.0.6.1 (Analysis Build 8642/32) File: F:\matthe\training\Bent design\sap\bent-static.LOG B E G I N A N A L Y S I S 2007/10/11 14:37:52 MAXIMUM MEMORY BLOCK SIZE (BYTES) = 63.952 MB NUMBER OF JOINTS IN THE MODEL = 110 E L E M E N T F O R M A T I O N 14:37:52 NUMBER OF FRAME ELEMENTS FORMED = 38 NUMBER OF SHELL ELEMENTS FORMED = 56 L I N E A R E Q U A T I O N S O L U T I O N 14:37:53 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 641 NUMBER OF NON-ZERO STIFFNESS TERMS = 12054 NUMBER OF EIGENVALUES BELOW SHIFT = 0 L I N E A R S T A T I C C A S E S 14:37:53 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF CASES TO SOLVE = 12 NUMBER OF CASES TO SOLVE PER BLOCK = 12 LINEAR STATIC CASES TO BE SOLVED: CASE: FY CASE: FX CASE: DC CASE: DW CASE: PS CASE: HL93-LONG CASE: P15-LONG CASE: BR CASE: WS CASE: WS-UP CASE: WL CASE: TU I N F L U E N C E L I N E C A S E 14:37:53 CASE: (Influence) USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF BRIDGE INFLUENCE LINE LOADS = 118 NUMBER OF LOADS TO SOLVE PER BLOCK = 118 SIZE OF THE INFLUENCE LINE FILE (BYTES) = 608.438 KB V E H I C L E L I V E - L O A D A N A L Y S I S 14:37:53 NUMBER OF LANES = 1 NUMBER OF VEHICLES = 2 NUMBER OF VEHICLE CLASSES = 2 NUMBER OF LOAD POINTS = 118 CALCULATION METHOD (QUICK OR "EXACT") = "EXACT" DEGREE OF REFINEMENT FOR QUICK METHOD = 0 CORRESPONDENCE FOR FRAME ELEMENTS = NO NUMBER OF DISPLACEMENT RESPONSE POINTS = 110 NUMBER OF SPRING RESPONSE POINTS = 22 NUMBER OF REACTION RESPONSE POINTS = 41 NUMBER OF FRAME RESPONSE POINTS = 346 NUMBER OF SHELL RESPONSE POINTS = 224 NUMBER OF PLANE/ASOLID RESPONSE POINTS = 0 NUMBER OF SOLID RESPONSE POINTS = 0 NUMBER OF LINK RESPONSE POINTS = 0 ALLOW LOADS TO REDUCE RESPONSE SEVERITY = NO NUMBER OF JOINT ELEMENTS CALCULATED = 110 NUMBER OF SPRING ELEMENTS CALCULATED = 22 NUMBER OF JOINT ELEMENTS CALCULATED = 110 NUMBER OF FRAME ELEMENTS CALCULATED = 38 NUMBER OF SHELL ELEMENTS CALCULATED = 56 M O V I N G L O A D A N A L Y S I S 14:37:58 CASE: HL93-BENT USING INFLUENCE LINES FROM CASE: (Influence) NUMBER OF JOINT ELEMENTS CALCULATED = 110 NUMBER OF SPRING ELEMENTS CALCULATED = 22 NUMBER OF JOINT ELEMENTS CALCULATED = 110 NUMBER OF FRAME ELEMENTS CALCULATED = 38 NUMBER OF SHELL ELEMENTS CALCULATED = 56 M O V I N G L O A D A N A L Y S I S 14:38:00 CASE: P15-BENT USING INFLUENCE LINES FROM CASE: (Influence) NUMBER OF JOINT ELEMENTS CALCULATED = 110 NUMBER OF SPRING ELEMENTS CALCULATED = 22 NUMBER OF JOINT ELEMENTS CALCULATED = 110 NUMBER OF FRAME ELEMENTS CALCULATED = 38 NUMBER OF SHELL ELEMENTS CALCULATED = 56 A N A L Y S I S C O M P L E T E 2007/10/11 14:38:03