Hi,
I'm running an AITC code check on a wood floor system. The ANL file gives the check for each member, but for actual stresses it takes the stress at the member START. I see LOCATION is 0.0000. I have BEAM = 1, but that seems to have no effect. Can I not get it to use midpoint moments for the actual stress code check?
thanks, Peter
(from the ANL file):
118. PARAMETER 1 119. CODE AITC 120. BEAM 1 ALL 121. CHECK CODE ALLTIMBER DESIGN DXF IMPORT OF FLOOR19.DXF -- PAGE NO. 19
STAAD.Pro CODE CHECKING - (AITC) ***********************
ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE Noted)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
41 ST HMFR_SS_2X10 PASS CL.5.4.3 0.205 6 0.00 T 0.00 0.00 0.0000 |--------------------------------------------------------------------------| | LEZ = 120.000 LEY = 120.000 LUZ = 120.000 LUY = 120.000 INCHES | | | | CD = 1.000 CMB = 1.000 CMT = 1.000 CMC = 1.000 CMP = 1.000 | | CMV = 1.000 CME = 1.000 CFB = 1.000 CFT = 1.000 CFC = 1.000 | | CFU = 1.000 CR = 1.000 CTT = 1.000 CC = 1.000 CF = 1.000 | | CT = 1.000 CH = 1.000 CB = 1.000 CI = 1.000 CV = 0.000 | | CLY = 1.000 CLZ = 0.911 CP = 0.069 c = 0.800 E' = 1600000.125 PSI | | | | ACTUAL STRESSES : (POUND INCH) | | fc = 0.000 ft = 0.000 | | f_cby = 0.000 f_cbz = 0.000 | | fv = 15.351 | | ALLOWABLE STRESSES: (POUND INCH) | | FC = 0.000 FT = 900.000 | | FCBY = 1274.710 FCBZ = 1274.710 | | FCEY = 0.000 FCEZ = 0.000 | | FBE = 0.000 | | FTB = 1400.000 F**TB = 1274.710 | | FV = 75.000 SLENDERNESS = 0.000 | |--------------------------------------------------------------------------|