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STAAD Commands and Input Instructions
Section 5
5-230
P R O B L E M S T A T I S T I C S
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NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 64/ 120/ 16
ORIGINAL/FINAL BAND-WIDTH= 16/ 14/ 78 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 288
SIZE OF STIFFNESS MATRIX = 23 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.4/ 38909.8 MB
LOADING 1 EARTHQUAKE ALONG X
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* *
* EQUIV. SEISMIC LOADS AS PER NATIONAL BUILDING CODE OF CANADA 1995 ALONG X *
* CT = 0.350 Ta = 2.042 SEC. Tc = 2.000 SEC. *
* T USED = 2.000 SEC. SEISMIC RESPONSE FACTOR = 1.060660 *
* EQUIVALENT LATERIAL SEISMIC FORCE (ELASTIC RESPONSE) *
* = 0.36 X 1078.260 = 386.559 KN *
* DESIGN BASE SHEAR = 1.000 ( 386.559 / 4.000) x 0.6 *
* = 57.984 KN *
* *
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JOINT LATERAL TORSIONAL LOAD - 1
LOAD (KN ) MOMENT (KN -METE) FACTOR - 1.000
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17 FX 0.453 MY 0.000
18 FX 0.573 MY 0.000
19 FX 0.573 MY 0.000
20 FX 0.453 MY 0.000
21 FX 0.573 MY 0.000
22 FX 0.693 MY 0.000
23 FX 0.693 MY 0.000
24 FX 0.573 MY 0.000
25 FX 0.573 MY 0.000
26 FX 0.693 MY 0.000
27 FX 0.693 MY 0.000
28 FX 0.573 MY 0.000
29 FX 0.453 MY 0.000
30 FX 0.573 MY 0.000
31 FX 0.573 MY 0.000
32 FX 0.453 MY 0.000
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TOTAL = 9.163 0.000 AT LEVEL 3.500 METE
33 FX 0.906 MY 0.000
34 FX 1.145 MY 0.000
35 FX 1.145 MY 0.000
36 FX 0.906 MY 0.000
37 FX 1.145 MY 0.000
38 FX 1.385 MY 0.000
39 FX 1.385 MY 0.000
40 FX 1.145 MY 0.000
41 FX 1.145 MY 0.000
42 FX 1.385 MY 0.000
43 FX 1.385 MY 0.000
44 FX 1.145 MY 0.000
45 FX 0.906 MY 0.000
46 FX 1.145 MY 0.000
47 FX 1.145 MY 0.000
48 FX 0.906 MY 0.000
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TOTAL = 18.326 0.000 AT LEVEL 7.000 METE