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2012 IBC SEAOC Structural/Seismic Design Manual, Vol. 1 1. Design SS, at short periods, and S1, at a 1-second period, are given by the acceleration contour maps in Chapter 22 in Figures 22-1 in accordance with Section 11.4.4 and mapped long-period transition period evaluated from Figure 22-12: SDS = 0.55g.
Conterminous US. 0.2s MCE Ground Motion · 1.0s MCE Ground Motion · Long-Period Transition Period (TL, sec). Alaska. 0.2s MCE Ground Motion · 1.0s MCE Ground Motion · Long-Period Transition Period (TL, sec). California/Nevada (Region 1). 0.2s MCE Ground Motion · 1.0s MCE Ground Motion · Long-Period
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Automated Lateral Loads Manual 2.10 1997 NEHRP Seismic Loads 2.3 Algorithm for 2003 IBC Seismic Loads 2006 IBC / ASCE 7-05 Seismic Loads 2.5.3.7.11.8.5 2.2.6.2.2 Other Input Factors and Coefficients 2.6.4 2.1 Options for 2005 NBCC Building Period 2. 2 Defining Automatic Wind Load Cases Automatic Wind Load
1.0 second elastic spectral acceleration [m /s. 2. ] s. = Spacing of transverse reinforcement [mm]. T. = Natural period of vibration [s]. TL. = Transition period of response spectrum to long-period range [s]. To. = Response spectrum short corner period [s]. TS. = Response spectrum long corner period [s]. T1. = Natural period of
T L - Long-period transition period, specified according to the ASCE 7-05 code, as shown in Figures 22-15 through 22-20. Parameters I and R, used to scale the response spectrum and calculate seismic Base Shear as specified in ASCE 7-05 Section 12.9: Ie - Importance factor, as specified in ASCE 7-05, Section 11.5.1.
23 Jul 2017 Dear Friends Please help me find adopted global maps showing the Long-period transition period and the Mapped Risk-Targeted Maximum Considered.
26 Feb 2013 Load Patterns command in SAP2000 and ETABS or the Loads > Load (Drift) in ETABS. Seismic type pattern is used for strength design by includ- ing the load patterns in the default design combinations. The seismic type TL is the long-period transition period as determined in ASCE 7-05 Section.
NOTICE: Any opinions, findings, conclusions, or recommendations expressed in this publication do not necessarily reflect the views of the Federal Emergency Management Agency. Additionally, neither. FEMA nor any of its employees make any warranty, expressed or implied, nor assume any legal liability or responsibility
D. as well as a long-period transition period. input a building period. If the seismic coefficients are in accordance with code. TL.32 2006 IBC / ASCE 7-05 Seismic Loads . Call this period TA. or E. See ASCE 7-05 Section 11. that the programs choose is determined as follows: – – If Tmode ? CuTA. Call this period Tmode.
     

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