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97-7242
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1997
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97-7242
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Last modified
3/4/2009 3:04:32 PM
Creation date
8/11/2006 11:26:41 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
97-7242
Building Department - Name
MULLEN CONST
Address
39309 5TH AV
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<br />92. *===== STANDARD LOADING COMBINATIONS <br />93. * <br />94. LOAD COMBINATION 7 DL + LL <br />. 95; 1 '1 '2 1 <br />96. LOAD COMBINATION 8 DL + ASYMM. LL <br />97. 1 1 3 1 <br />4212S3W6-SEP/06/96 DUMU -- PAGE NO. 3 <br />* <<<<< DRAGON JEWEL I <br />98. LOAD COMBINATION 9 DL + WIND"A" <br />99. 1 1 4 1 <br />100. LOAD COMBINATION 10 DL + WIND"B" <br />101. 1 1 5 1 <br />102. LOAD COMBINATION 11 DL + WIND"A" + .5*LL <br />103. 1 1 4 1 2 .5 <br />104. LOAD COMBINATION 12 DL + WIND"B" + .5*LL <br />105. 1 1 5 1 2 .5 <br />106. LOAD COMBINATION 13 DL + WIND"A" + .5*ASYMM.LL <br />107. 1 1 4 1 3 .5 <br />108. LOAD COMBINATION 14 DL + WIND"B" + .5*ASYMM.LL <br />109. 1 1 5 1 3 .5 <br />110. LOAD COMBINATION 15 DL +.50*WIND"A"+ LL <br />111. 1 1 4 .5 2 1 <br />112. LOAD COMBINATION 16 DL +. 50*WIND"B"+ LL <br />113. 1 1 5 .5 2 1 <br />114. LOAD COMBINATION 17 DL +.50*WIND"A"+ ASYMM.LL <br />115. 1 1 4 .5 3 1 <br />116. LOAD COMBINATION 18 DL +.50*WIND"B"+ ASYMM.LL <br />117. 1 1 5 .5 3 1 <br />118. LOAD COMBINATION 19 DL + SEISMIC <br />119. 1 1 6 1 <br />120. LOAD COMBINATION 20 DL +.75(LL + SEISMIC} <br />121. 1 1 2 .75 6 .75 <br />122. LOAD COMBINATION 21 DL +.75(ASYMM.LL + SEISMIC} <br />123. 1 1 3 .75 6 .75 <br />124. PERFORM ANALYSIS <br /> <br />PRO B L E M <br /> <br />S TAT 1ST I C S <br /> <br />NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 74/ 131/ 2 <br />ORIGINAL/FINAL BAND-WIDTH = 69/ 4 <br />TOTAL PRIMARY LOAD CASES 6, TOTAL DEGREES OF FREEDOM 222 <br />SIZE OF STIFFNESS MATRIX = 3330 DOUBLE PREC. WORDS <br />REQRD/AVAIL. DISK SPACE = 12.30/ 141.2 ME, EXMEM = 2.70 MB <br /> <br />++ PROCESSING ELEMENT STIFFNESS MATRIX. <br />++ PROCESSING GLOBAL STIFFNESS MATRIX. <br />++ PROCESSING TRIANGULAR FACTORIZATION. <br />++ CALCULATING JOINT DISPLACEMENTS. <br />++ CALCULATING MEMBER FORCES. <br /> <br />13:23:15 <br />13:23:25 <br />13:23:26 <br />13:23:27 <br />13:23:31 <br /> <br />125. LOAD LIST 7 TO 21 <br />126. PRINT SUPPORT REACTIONS LIST 7 TO 21 <br />4212S3W6-SEP/06/96 <br /> <br />* <br /> <br />DUMU -- PAGE NO. <br /> <br />4 <br /> <br /><<<<< DRAGON JEWEL I <br /> <br />SUPPORT REACTIONS -UNIT KIP FEET <br /> <br />STRUCTURE TYPE <br /> <br />PLANE <br /> <br />JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z <br />68 7 3.76 9.66 0.00 0.00 0.00 0.00 <br /> 8 2.79 4.01 0.00 0.00 0.00 0.00 <br /> 9 -5.06 -8.21 0.00 0.00 0.00 0.00 <br /> 10 -4.77 -5.43 0.00 0.00 0.00 0.00 <br /> 11 -3.44 -4.07 0.00 0.00 0.00 0.00 <br /> 12 -3.16 -1. 29 0.00 0.00 0.00 0.00 <br /> 13 -3.93 -6.90 0.00 0.00 0.00 0.00 <br /> 14 -3.65 -4.12 0.00 0.00 0.00 0.00 <br /> 15 0.97 4.86 0.00 0.00 0.00 0.00 <br /> 16 1.11 6.25 0.00 0.00 0.00 0.00 <br /> 17 -0.01 -0.79 0.00 0.00 0.00 0.00 <br /> 18 0.13 0.60 0.00 0.00 0.00 0.00 <br /> 19 0.43 1. 33 0.00 0.00 0.00 0.00 <br /> 20 2.88 7.55 0.00 0.00 0.00 0.00 <br /> 21 2.15 3.31 0.00 0.00 0.00 0.00 <br />72 7 -3.76 9.66 0.00 0.00 0.00 0.00 <br /> 8 -2.79 10.63 0.00 0.00 0.00 0.00 <br /> 9 -0.06 -5.71 0.00 0.00 0.00 0.00 <br /> 10 -0.36 -2.93 0.00 0.00 0.00 0.00 <br /> 11 -1. 67 -1. 57 0.00 0.00 0.00 0.00 <br /> 12 -1. 98 1.21 0.00 0.00 0.00 0.00 <br /> 13 -1. 18 -1. 08 0.00 0.00 0.00 0.00 <br /> 14 -1. 49 1. 70 0.00 0.00 0.00 0.00 <br /> 15 -3.53 6.12 0.00 0.00 0.00 0.00 <br /> 16 -3.68 7.51 0.00 0.00 0.00 0.00 <br /> 17 -2.55 7.09 0.00 0.00 0.00 0.00 <br /> 18 -2.70 8.48 0.00 0.00 0.00 0.00 <br /> 19 -0.61 1.43 0.00 0.00 0.00 0.00 <br /> 20 -3.01 7.63 0.00 0.00 0.00 0.00 <br /> 21 -2.28 8.36 0.00 0.00 0.00 0.00 <br /> <br />************** END OF LATEST ANALYSIS RESULT ************** <br /> <br />127. PRINT MAXFORCE ENVELOPE LIST 1 TO 64 <br />4212S3W6-SEP/06/96 <br /> <br />DUMU -- PAGE NO. <br /> <br />5 <br /> <br /><<<<< DRAGON JEWEL I <br /> <br />MEMBER FORCE ENVELOPE <br /> <br />ALL UNITS ARE KIP FEET <br />
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