Laserfiche WebLink
16 <br />tall i <br />Loads <br />Seff Weigh[ <br />Load Type Mulplier <br />EOX Seismic <br />Dead Dead <br />Live Uve 0 <br />EOY Seismic 0 <br />nh ASCE 7-10 Seismic Loading <br />Direction and Eccenbicdy <br />2XDir ❑YDr <br />0 X Dir. Ec ffbcdy ❑ Y Di. Eccentricity <br />0 X Or Ec tEl <br />Esc.. RabaRath (Al(Diaph.) 0.05 <br />Overwrite Eccentricities <br />Tme Period <br />O Approximate F_ <br />(j) Program Calculated Ct 01),. = Offi; 0.75 <br />p User Defined T = F s <br />Story Range <br />Top Stay for S—nic, Loads <br />'( PH <br />Bottom Story for Seismic Leads <br />(BASE <br />Factors <br />Response Modification, R <br />System Overstrength. Omega <br />25 <br />Deflection Amplification, Cd <br />Occupancy Importance,I <br />Chits To: <br />Auto (" Add New Load <br />L feral Load <br />.....__..... ...... <br />..__... <br />ASCE 7-10 I F Modfy Load <br />Modify Lateral Load... <br />Seismic Ceeffidents <br />0 Ss and Sl from USGS Database -by LabTude/Longiitude <br />Q Ss and S1 from USGS Database -by Zip Code <br />QQ Ss and S1 - User Defined <br />Site Lisbdude (degrees) <br />F_ D <br />Site Longitude (degrees) <br />— <br />Fffl <br />See Zqr Code (SDgits) <br />F_ n <br />02 Sec Spectral Accel, Ss <br />0.873 <br />1 Sec Spectral Accel, S1 <br />D.434 <br />Long -Period Transition Period <br />© sec <br />Site Class <br />C <br />Site Coefficient, Fa <br />1.0484_ <br />Site Coeff dent. Fv <br />1.3% <br />Calculated Coefficients <br />SDS = (N3)Fa' Ss <br />0.6144 <br />SD1=W3)'Fv S1 <br />0 i <br />Define Load Patterns <br />X <br />Loads <br />Click To' <br />SeR Weight <br />Auto <br />Load <br />Load <br />Type Multiplier <br />Laterd Load <br />EOY <br />Seianic <br />0 <br />ASCE 7-10 <br />Dead <br />Uve <br />Dead <br />Live <br />1 <br />0 <br />Fbdfy Lateral Load._. <br />EOX <br />Seiwoic <br />0 <br />ASCE 7-10 <br />L{{j ASCE 7-10 Seismic Loading <br />X <br />Dbecfion and Eccertdcty <br />Seismic Coefficients <br />❑ X D'r <br />0 Y Dr <br />Q Ss and S1 from USGS Database <br />- by Latituda. l_ongdude <br />❑ X Dir . Ecceninr3y <br />0 Y Dv . Eccentricity <br />Q Ss and S1 from USGS Database <br />- by Zip Code <br />❑ X Din- Eccentricity, <br />0 Y 'city <br />Q Ss and S1 - User Defined <br />. <br />Ecc. Ratio (M Dlaph.) <br />0.05 <br />Site Latitude (degrees) <br />Overwrite Eccentricities <br />Ste Longitude (degrees) <br />�...I <br />F_ <br />Time Penad <br />Site Zip Code (Sages) <br />F_ 7 <br />Q Approx male <br />02 Sec Spectral Accsl, Ss <br />0.879 <br />* Program Calculated Ct ft).• = 0.02; 0.75 <br />1 Sec Spectral Accel, Sl <br />0.434 <br />O User Defined = <br />I <br />Long-Peiod Transition Period <br />©sec <br />Story Range <br />See Class <br />Top Story for Seismic Loads <br />PH <br />See Coefficient. Fa <br />1.0484 <br />Bottom Story for Seisms Loads <br />BASE ...... <br />Site C-ffidert, Fv <br />1.366 <br />Factors <br />Caleiated Coeffidr ds <br />Response Mocficabon. R <br />SDS=Q_i3)'Fa'Ss <br />0.6144 <br />System Overstrength. Omega <br />25 <br />SDI=913)'Fv'S1 <br />D- <br />Detection Amplification, Cd <br />Occupancy Impoda—. I <br />_ OK <br />-_ <br />ETABSSCREENSHOTS OF LOAD PATTERN <br />INPUT INDICATING ACCIDENTAL TORSION <br />REFERENCE RESPONSE TO COMMENT 21g <br />