Ubc97 Seismic

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calculation

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SEISMIC FACTOR CALCULATION

1. X DIR.

hn = 12.50 m Cv = 0.26 I = 1.00Ca = 0.20 R = 1.14 Ct = 0.0731

T = Ct * hn^(3/4) = 0.0731 * 12.5^(3/4) = 0.486 SEC.

F = Cv * I / ( R * T ) = 0.26 * 1 / ( 1.143 * 0.486 ) = 0.468

F1 = 0.11 * Ca * I = 0.11 * 0.196 * 1 = 0.022F2 = 2.5 * Ca * I / R =2.5 * 0.196 * 1 / 1.143 0.429

F1 < F > F2 ∴ F =

2. Y DIR.

hn = 12.50 m Cv = 0.26 I = 1.00Ca = 0.20 R = 1.14 Ct = 0.0731

T = Ct * hn^(3/4) = 0.0731 * 12.5^(3/4) = 0.486 SEC.

F = Cv * I / ( R * T ) = 0.26 * 1 / ( 1.143 * 0.486 ) = 0.468

F1 = 0.11 * Ca * I = 0.11 * 0.196 * 1 = 0.022F2 = 2.5 * Ca * I / R =2.5 * 0.196 * 1 / 1.143 0.429

F1 < F > F2 ∴ F =

D7
UBC97 TABLE 16-R SEISMIC COEFFICIENT
F7
UBC97 TABLE 16-K IMPORTANT FACTOR
B8
UBC97 TABLE 16-Q SEISMIC COEFFICIENT
D8
UBC97 TABLE 16-N OR 16-P 반응수정계수 철골:4.5 철콘:3.5 가새:5.6
F8
UBC97 SECTION 1630.2.2 철골:0.0853 철콘:0.0731 그외:0.0488

SEISMIC FACTOR CALCULATION

0.429

0.429

SEISMIC FORCE CALCULATION

1. SEISMIC FACTOR 1) Y DIR. = 0.4292) X DIR. = 0.429

2. SEISMIC LOAD CALCULATION

* TOTAL WEIGHT = 863.230 KN ( UNIT :

* TOTAL SEISMIC FORCE 1) Y DIR.863.23 * 0.429= 370.3262) X DIR.863.23 * 0.429= 370.326

* STORY DISTRIBUTION ( UNIT : KN )

H (m) wt. H * wt. D.F N-S DIR. E-W DIR. N-S DIR.7.50 454.030 3405.225 0.454 168.201 168.201 168.20110.00 409.200 4092.000 0.546 202.124 202.124 202.1240.00 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000TOTAL 863.230 7497.225 1.000 370.326 370.326 370.326

* HORI. DISTRIBUTION ( UNIT : KN )

1) Y DIR.

H (m) A LINE B LINE C LINE 0 LINE7.50 84.773 0.000 83.428 0.00010.00 0.000 202.124 0.000 0.0000.00 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000

2) X DIR.

H (m) 6 LINE 5 LINE 4 LINE 3 LINE 2 LINE 1 LINE 0 LINE7.50 23.072 30.367 29.985 30.659 31.045 23.072 0.00010.00 27.404 37.669 35.989 35.989 37.669 27.404 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000

SEISMIC FORCE CALCULATION

KNKN

E-W DIR.168.201202.1240.0000.0000.0000.0000.0000.0000.000370.326

0 LINE0.0000.0000.0000.0000.0000.0000.0000.0000.000

KN

WEIGHT TABLE FOR SEISMIC FORCE CAL.

6 LINE 5 LINE 4 LINE 3 LINE 2 LINE 1 LINE 0 LINE 0 LINEA LINE

EL. + 7500 31.14 41.89 41.38 41.38 41.90 31.14 0.00 0.00EL. + 10000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

B LINEEL. + 7500 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 10000 55.48 76.26 72.86 72.86 76.26 55.48 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

C LINEEL. + 7500 31.14 40.08 39.56 41.38 41.90 31.14 0.00 0.00EL. + 10000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 LINEEL. + 7500 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 10000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTALEL. + 7500 62.28 81.97 80.94 82.76 83.80 62.28 0.00 0.00EL. + 10000 55.48 76.26 72.86 72.86 76.26 55.48 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

WEIGHT TABLE FOR SEISMIC FORCE CAL.

TOTAL

228.830.000.000.000.000.000.000.000.000.00

0.00409.200.000.000.000.000.000.000.000.00

225.200.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.00

454.03409.200.000.000.000.000.000.000.000.00

863.23

DATA

7 쪽

6 5 4 3 2 1 0 0A

EL. + 7500 31.14 41.89 41.38 41.38 41.90 31.14 0.00 0.00EL. + 10000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

BEL. + 7500 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 10000 55.48 76.26 72.86 72.86 76.26 55.48 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

CEL. + 7500 31.14 40.08 39.56 41.38 41.90 31.14 0.00 0.00EL. + 10000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0EL. + 7500 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 10000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00EL. + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL

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