Loma Prieta: GO3090 min=-3701 VEY max=3623 VEY Y=1114/(3701/8)=2.41 Chi Chi TCU045-N min=-2080 VEY max=3140 VEY Y=1114/(3140/8)=2.84 Calculation of Scale Factors for results including P-Delta Northridge: MUL009 min=-2289 VEX max=2213 VEX =1114/(2289/8)=3.89 X Loma Prieta: GO3000 VEX min=-3263 max=3088 VEX =1114/(3263/8)=2.73 X Chi Chi TCU045-E min=-2478 VEX max=2519 VEX =1114/(2519/8)=3.54 X Northridge: MUL2799 min=-3300 VEY max=3403 VEY =1114/(3403/8)=2.62 Y Loma Prieta: GO3090 min=-3651 VEY max=3401 VEY =1114/(3651/8)=2.44 Y Chi Chi TCU045-N min=-2402 VEY max=3047 VEY Y =1114/(3047/8)=2.93 Results for all analyses are presented in Tables 4.3-24 through 4.3-39. These include story drifts in Frames 1 and 5 and shears in the middle bays beams of Frames 1 and 5. Analysis either did not or did include P-delta effects as indicated, and accidental torsion and orthogonal load effects were included as appropriate. Results are discussed in the context of the other methods of analysis in Section 4.3.6.4 of this example. Combinations shown in the Tables are relative to Figure 4.3-12 as follows:
Loma Prieta: GO3090 VEY min=-3701 VEY max=3623 Y=1114/(3701/8)=2.41 Chi Chi TCU045-N VEY min=-2080 VEY max=3140 Y=1114/(3140/8)=2.84 Calculation of Scale Factors for results including P-Delta Northridge: MUL009 VEX min=-2289 VEX max=2213 X =1114/(2289/8)=3.89 Loma Prieta: GO3000 VEX min=-3263 VEX max=3088 X =1114/(3263/8)=2.73 Chi Chi TCU045-E VEX min=-2478 VEX max=2519 X =1114/(2519/8)=3.54 Northridge: MUL2799 VEY min=-3300 VEY max=3403 Y =1114/(3403/8)=2.62 Loma Prieta: GO3090 VEY min=-3651 VEY max=3401 Y =1114/(3651/8)=2.44 Chi Chi TCU045-N VEY min=-2402 VEY max=3047 Y =1114/(3047/8)=2.93 Results for all analyses are presented in Tables 4.3-24 through 4.3-39. These include story drifts in Frames 1 and 5 and shears in the middle bays beams of Frames 1 and 5. Analysis either did not or did include P-delta effects as indicated, and accidental torsion and orthogonal load effects were included as appropriate. Results are discussed in the context of the other methods of analysis in Section 4.3.6.4 of this example. Combinations shown in the Tables are relative to Figure 4.3-12 as follows:
121715_DesignExamples1-8.docx