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Section 5
5-231
49 FX 1.416 MY 0.000
50 FX 1.906 MY 0.000
51 FX 1.906 MY 0.000
52 FX 1.416 MY 0.000
53 FX 1.906 MY 0.000
54 FX 2.396 MY 0.000
55 FX 2.396 MY 0.000
56 FX 1.906 MY 0.000
57 FX 1.906 MY 0.000
58 FX 2.396 MY 0.000
59 FX 2.396 MY 0.000
60 FX 1.906 MY 0.000
61 FX 1.416 MY 0.000
62 FX 1.906 MY 0.000
63 FX 1.906 MY 0.000
64 FX 1.416 MY 0.000
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TOTAL = 30.496 0.000 AT LEVEL 10.500 METE
************ END OF DATA FROM INTERNAL STORAGE ************
57. CHANGE
59. LOAD 2 EARTHQUAKE ALONG Z
60. NRC LOAD Z 1.0
61. PDELTA ANALYSIS PRINT LOAD DATA
LOADING 2 EARTHQUAKE ALONG Z
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* *
* EQUIV. SEISMIC LOADS AS PER NATIONAL BUILDING CODE OF CANADA 1995 ALONG Z *
* CT = 0.350 Ta = 2.042 SEC. Tc = 1.124 SEC. *
* T USED = 1.124 SEC. SEISMIC RESPONSE FACTOR = 1.414889 *
* EQUIVALENT LATERIAL SEISMIC FORCE (ELASTIC RESPONSE) *
* = 0.48 X 1078.260 = 515.659 KN *
* DESIGN BASE SHEAR = 1.000 ( 515.659 / 4.000) x 0.6 *
* = 77.349 KN *
* *
*****************************************************************************
JOINT LATERAL TORSIONAL LOAD - 2
LOAD (KN ) MOMENT (KN -METE) FACTOR - 1.000
17 FZ 0.647 MY 0.000
18 FZ 0.818 MY 0.000
19 FZ 0.818 MY 0.000
20 FZ 0.647 MY 0.000
21 FZ 0.818 MY 0.000
22 FZ 0.990 MY 0.000
23 FZ 0.990 MY 0.000
24 FZ 0.818 MY 0.000
25 FZ 0.818 MY 0.000
26 FZ 0.990 MY 0.000
27 FZ 0.990 MY 0.000
28 FZ 0.818 MY 0.000
29 FZ 0.647 MY 0.000
30 FZ 0.818 MY 0.000
31 FZ 0.818 MY 0.000
32 FZ 0.647 MY 0.000
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TOTAL = 13.094 0.000 AT LEVEL 3.500 METE
33 FZ 1.294 MY 0.000
34 FZ 1.637 MY 0.000
35 FZ 1.637 MY 0.000
36 FZ 1.294 MY 0.000
37 FZ 1.637 MY 0.000
38 FZ 1.980 MY 0.000
39 FZ 1.980 MY 0.000
40 FZ 1.637 MY 0.000