I am receiving errors. "...floor diaphragm is present in the model. Wind Load definition should be defined after Floor Diaphragm definition..."

I am having so many error and warnings everytime I run analysis.. PLEASE HELP ME...

68. DEFINE WIND LOAD

*** NOTE: If any floor diaphragm is present in the model Wind Load definition
should be defined after Floor Diaphragm definition. Otherwise wind
load generation may be unsuccessful during analysis.

69. TYPE 1 WIND 1
70. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
71. ASCE-7-2010:PARAMS 200.000 KMPH 0 3 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
72. 1 6.200 M 16.270 M 7.000 M 2.000 0.010 0 -
73. 0 0 0 0 1.086 1.000 1.000 0.850 0 -
74. 0 0 0 0.893 0.800 -0.550
75. !> END GENERATED DATA BLOCK
76. INT 2.14606 2.14606 2.15164 2.1571 2.16244 2.16767 2.1728 2.17783 2.18275 -
77. 2.18759 2.19234 2.197 2.20158 2.20608 2.21051 2.20931 HEIG 0 4.572 4.69723 -
78. 4.82246 4.94769 5.07292 5.19815 5.32338 5.44862 5.57385 5.69908 -
79. 5.82431 5.94954 6.07477 6.2 6.2
80. LOAD 1 LOADTYPE SEISMIC TITLE UBCLOAD@X
81. UBC LOAD X 1
82. SELFWEIGHT X 1 LIST 20 TO 22 24 25 27 TO 32 34 35 39 TO 43 45 TO 51 53 55 -
83. 58 TO 79 86 87 93 TO 104 156 158 TO 161 163 TO 170 172 174 TO 179 -
84. 195 TO 198
85. SELFWEIGHT Y 1 LIST 20 TO 22 24 25 27 TO 32 34 35 39 TO 43 45 TO 51 53 55 -
86. 58 TO 79 86 87 93 TO 104 156 158 TO 161 163 TO 170 172 174 TO 179 -

100. FLOOR LOAD
101. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 0 4.19 ZRANGE 0 1.2 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.

102. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 4.19 8.19 ZRANGE 0 1.2 GY
103. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 8.19 12.19 ZRANGE 0 1.2 GY
104. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 12.19 14.17 ZRANGE 0 1.2 GY
105. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 0 4.19 ZRANGE 1.2 2.5 GY
106. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 4.19 8.19 ZRANGE 1.2 2.5 GY
107. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 8.19 12.19 ZRANGE 1.2 2.5 GY
108. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 12.19 14.17 ZRANGE 1.2 2.5 GY
109. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 14.17 14.92 ZRANGE 1.2 2.5 GY
110. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 12.19 14.17 ZRANGE 2.5 7 GY
111. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 14.17 14.92 ZRANGE 2.5 7 GY
112. MEMBER LOAD
113. 87 UNI GY -3.84
114. FLOOR LOAD
115. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 14.92 16.27 ZRANGE 2.5 7 GY
116. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 0 4.19 ZRANGE 2.5 7 GY
117. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 4.19 8.19 ZRANGE 2.5 7 GY
118. YRANGE 3.5 3.5 FLOAD -2.33 XRANGE 8.19 12.19 ZRANGE 2.5 7 GY
119. LOAD 6 LOADTYPE LIVE TITLE LIVELOAD
120. FLOOR LOAD
121. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 0 4.19 ZRANGE 0 1.2 GY
122. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 4.19 8.19 ZRANGE 0 1.2 GY
123. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 8.19 12.19 ZRANGE 0 1.2 GY
124. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 12.19 14.17 ZRANGE 0 1.2 GY
STAAD SPACE -- PAGE NO. 4

125. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 0 4.19 ZRANGE 1.2 2.5 GY
126. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 4.19 8.19 ZRANGE 1.2 2.5 GY
127. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 8.19 12.19 ZRANGE 1.2 2.5 GY
128. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 12.19 14.17 ZRANGE 1.2 2.5 GY
129. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 14.17 14.92 ZRANGE 1.2 2.5 GY
130. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 12.19 14.17 ZRANGE 2.5 7 GY
131. MEMBER LOAD
132. 87 UNI GY -4.608
133. FLOOR LOAD
134. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 14.17 14.92 ZRANGE 2.5 7 GY
135. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 14.92 16.27 ZRANGE 2.5 7 GY
136. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 0 4.19 ZRANGE 2.5 7 GY
137. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 4.19 8.19 ZRANGE 2.5 7 GY
138. YRANGE 3.5 3.5 FLOAD -1.92 XRANGE 8.19 12.19 ZRANGE 2.5 7 GY
139. LOAD 3 LOADTYPE WIND TITLE WINDLOAD@X
140. WIND LOAD X 1 TYPE 1
141. LOAD 4 LOADTYPE WIND TITLE WINDLOAD@Z
142. WIND LOAD Z 1 TYPE 1
**WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 3.9434E+00
at coordinates: 1.4170E+01 0.0000E+00 2.5000E+00 ignored.
143. LOAD COMB 7 1.4DL


**NOTE- IF A COMBINATION INCLUDES A DYNAMIC CASE OR IS AN SRSS OR ABS COMBINATION
THEN RESULTS CANNOT BE COMPUTED PROPERLY.
GLOBAL CORNER FORCES
JOINT FX FY FZ MX MY MZ

ELE.NO. 180 FOR LOAD CASE 1
15 -4.2564E+00 -3.1848E+00 -2.1056E+00 1.7381E+00 1.3986E+00 -7.9437E+00
17 -1.4472E+00 4.4383E+00 -1.2000E+00 -2.0852E+00 -6.9257E-01 -8.3271E+00
45 4.2666E+00 2.2803E+00 2.8335E+00 3.7921E-01 3.4598E-01 -5.1612E+00
44 1.4370E+00 -3.5338E+00 4.7214E-01 -1.5363E+00 -1.0520E+00 -6.7188E+00
ELE.NO. 180 FOR LOAD CASE 2
15 -3.1255E+00 -5.6294E+00 -6.3103E-01 7.4865E+00 -3.5527E+00 -4.0265E+00
17 -3.0179E-01 -5.5946E+00 3.5525E+00 7.4145E+00 8.6497E-01 4.4825E+00
45 -6.3550E-01 5.4250E+00 -2.5710E+00 -7.7927E-01 1.6999E+00 -3.7775E+00
44 4.0628E+00 5.7991E+00 -3.5053E-01 -6.5290E-01 9.8775E-01 4.0325E+00
ELE.NO. 180 FOR LOAD CASE 5
15 -3.1856E-01 1.2541E+01 -3.9736E-01 -5.7338E+00 2.3187E-01 1.2565E+01
17 -1.1103E-02 4.2564E+00 -3.4660E-01 -3.8305E+00 -2.1803E-01 3.1383E-01
45 2.0933E-01 -1.3822E+01 4.4102E-01 -8.4070E+00 2.4802E-01 2.0204E+01
44 1.2034E-01 -2.9756E+00 3.0295E-01 -2.1855E+00 -2.6186E-01 6.9963E+00
ELE.NO. 180 FOR LOAD CASE 6
15 -7.2695E-03 2.4235E+00 -8.3185E-02 -1.1977E+00 1.0136E-01 2.2848E+00
17 -1.7531E-02 1.1846E+00 -1.3933E-01 -9.4107E-01 -8.5458E-02 -3.2973E-01
45 5.2739E-02 -2.6850E+00 1.4643E-01 -1.6098E+00 4.6987E-02 3.6015E+00
44 -2.7939E-02 -9.2306E-01 7.6082E-02 -5.8106E-01 -6.2889E-02 7.3022E-01
ELE.NO. 180 FOR LOAD CASE 3
15 5.1259E-02 3.7004E-01 -1.4643E+00 -2.1669E-01 1.6392E+00 -5.9872E-01
17 -4.5918E+00 1.6118E+00 -9.2568E-01 -8.5887E-01 -1.3001E+00 -1.9570E+00
45 2.1355E-01 -5.6937E-01 2.2261E+00 -5.1899E-01 9.0543E-01 -7.7534E-02
44 4.3270E+00 -1.4125E+00 1.6389E-01 -7.8368E-01 -1.2445E+00 -1.7346E+00
ELE.NO. 180 FOR LOAD CASE 4
15 -9.8397E-01 -1.9621E+00 1.1614E+00 2.6396E+00 -7.5325E-01 -1.3833E+00
17 -6.7409E+00 -2.0121E+00 6.2262E+00 2.6606E+00 1.6446E+00 1.6278E+00
45 4.8780E+00 1.9212E+00 -4.0138E+00 -2.8887E-01 -4.0332E+00 -1.3140E+00
44 2.8469E+00 2.0530E+00 -3.3737E+00 -2.4230E-01 3.1418E+00 1.4502E+00
ELE.NO. 180 FOR LOAD CASE 7
15 -4.4598E-01 1.7557E+01 -5.5630E-01 -8.0273E+00 3.2461E-01 1.7591E+01
17 -1.5546E-02 5.9589E+00 -4.8524E-01 -5.3627E+00 -3.0524E-01 4.3936E-01
45 2.9306E-01 -1.9350E+01 6.1742E-01 -1.1770E+01 3.4722E-01 2.8286E+01
44 1.6847E-01 -4.1659E+00 4.2412E-01 -3.0598E+00 -3.6659E-01 9.7948E+00
ELE.NO. 180 FOR LOAD CASE 8
15 -4.5834E-01 2.1677E+01 -6.9768E-01 -1.0064E+01 4.9691E-01 2.1475E+01
17 -4.5348E-02 7.9727E+00 -7.2207E-01 -6.9625E+00 -4.5050E-01 -1.2119E-01
45 3.8271E-01 -2.3915E+01 8.6633E-01 -1.4506E+01 4.2708E-01 3.4408E+01
44 1.2098E-01 -5.7351E+00 5.5343E-01 -4.0476E+00 -4.7349E-01 1.1036E+01
ELE.NO. 180 FOR LOAD CASE 9
15 -3.2583E-01 1.4964E+01 -4.8053E-01 -6.9316E+00 3.3322E-01 1.4850E+01
17 -2.8635E-02 5.4410E+00 -4.8592E-01 -4.7716E+00 -3.0348E-01 -1.5907E-02
45 2.6207E-01 -1.6507E+01 5.8744E-01 -1.0017E+01 2.9500E-01 2.3805E+01
44 9.2398E-02 -3.8987E+00 3.7901E-01 -2.7666E+00 -3.2474E-01 7.7265E+00

ELE.NO. 181 FOR LOAD CASE 1
17 -3.9995E-01 -3.3346E+00 -2.7273E-02 1.9051E+00 7.5496E-01 -5.5625E+00
19 -1.1483E+00 9.6106E-01 -1.2734E-01 -4.8533E-01 -1.3298E-01 -4.0237E+00
46 2.0205E+00 2.7882E+00 5.9183E-01 1.1733E+00 -8.2633E-01 -3.6700E+00
45 -4.7227E-01 -4.1465E-01 -4.3721E-01 2.5520E-01 2.0435E-01 -1.7409E+00
STAAD SPACE -- PAGE NO. 22



ELEMENT FORCES FORCE,LENGTH UNITS= KN METE
--------------
GLOBAL CORNER FORCES
JOINT FX FY FZ MX MY MZ
ELE.NO. 181 FOR LOAD CASE 2
17 -1.5921E+00 -6.0116E+00 -1.0187E+00 7.4891E+00 -1.4064E+00 -4.4392E+00
19 -2.4916E+00 -5.9963E+00 1.4680E+00 7.5188E+00 -6.0842E-01 4.4018E+00
46 2.2349E-01 6.0187E+00 -2.4284E-01 -3.0789E-01 1.5605E+00 -4.0251E+00
45 3.8603E+00 5.9893E+00 -2.0645E-01 -2.9051E-01 4.5432E-01 3.9732E+00
ELE.NO. 181 FOR LOAD CASE 5
17 1.3419E-01 3.9359E+00 -6.0106E-02 -5.9839E-01 9.8604E-02 8.0977E+00
19 1.1831E-01 -6.2047E+00 -2.1846E-01 1.6940E+00 -8.7855E-02 9.6141E+00
46 -1.1935E-01 -6.7493E+00 1.4270E-01 -3.5922E+00 8.7311E-02 1.6163E+01
45 -1.3315E-01 9.0181E+00 1.3586E-01 5.2191E+00 -9.8059E-02 1.7941E+01
ELE.NO. 181 FOR LOAD CASE 6
17 1.4700E-02 4.1565E-01 -2.4383E-02 2.0695E-02 3.9656E-02 1.2572E+00
19 2.0617E-02 -1.3869E+00 -7.1680E-02 4.3362E-01 -3.2053E-02 1.9092E+00
46 2.8941E-03 -9.0975E-01 6.1085E-02 -4.2162E-01 1.9683E-02 2.6359E+00
45 -3.8211E-02 1.8810E+00 3.4978E-02 1.1328E+00 -2.7286E-02 3.3845E+00
ELE.NO. 181 FOR LOAD CASE 3
17 1.3827E+00 -6.4359E-01 -8.6674E-02 3.9909E-01 6.9976E-01 -8.1837E-01
19 -3.0975E+00 -1.8482E-01 -2.8091E-02 7.9088E-02 -5.3938E-01 -2.6873E-01
46 -7.9240E-01 4.9278E-01 5.4253E-01 2.3520E-01 1.5474E-01 -4.0194E-01
45 2.5072E+00 3.3564E-01 -4.2777E-01 2.8072E-01 -3.1511E-01 2.5722E-01
ELE.NO. 181 FOR LOAD CASE 4
17 4.3328E+00 -2.1471E+00 6.4001E+00 2.6679E+00 -2.1507E+00 -1.5689E+00
19 -5.0368E+00 -2.1087E+00 5.9700E+00 2.6374E+00 2.4036E+00 1.5623E+00
46 6.8073E-01 2.1149E+00 -5.7588E+00 -1.0207E-01 -5.2249E+00 -1.4270E+00
45 2.3208E-02 2.1409E+00 -6.6113E+00 -9.6304E-02 4.9719E+00 1.4089E+00
ELE.NO. 181 FOR LOAD CASE 7
17 1.8787E-01 5.5103E+00 -8.4129E-02 -8.3775E-01 1.3803E-01 1.1337E+01
19 1.6564E-01 -8.6866E+00 -3.0582E-01 2.3716E+00 -1.2298E-01 1.3460E+01
46 -1.6709E-01 -9.4490E+00 1.9976E-01 -5.0290E+00 1.2222E-01 2.2628E+01
45 -1.8642E-01 1.2625E+01 1.9018E-01 7.3068E+00 -1.3727E-01 2.5118E+01
ELE.NO. 181 FOR LOAD CASE 8
17 2.1286E-01 6.2169E+00 -1.2558E-01 -8.0257E-01 2.0545E-01 1.3474E+01
19 2.0069E-01 -1.1044E+01 -4.2768E-01 3.1088E+00 -1.7748E-01 1.6705E+01
46 -1.6218E-01 -1.0996E+01 3.0361E-01 -5.7458E+00 1.5569E-01 2.7109E+01
45 -2.5138E-01 1.5823E+01 2.4964E-01 9.2326E+00 -1.8366E-01 3.0871E+01
ELE.NO. 181 FOR LOAD CASE 9
17 1.4890E-01 4.3516E+00 -8.4480E-02 -5.7770E-01 1.3826E-01 9.3548E+00
19 1.3893E-01 -7.5916E+00 -2.9013E-01 2.1276E+00 -1.1990E-01 1.1523E+01
46 -1.1646E-01 -7.6590E+00 2.0378E-01 -4.0138E+00 1.0699E-01 1.8799E+01
45 -1.7137E-01 1.0899E+01 1.7083E-01 6.3520E+00 -1.2534E-01 2.1326E+01

ELE.NO. 182 FOR LOAD CASE 1
19 -2.1750E-01 -3.5737E+00 9.6425E-02 1.9162E+00 8.7718E-01 -6.0778E+00
21 -3.7351E+00 1.2774E+00 6.6329E-01 -5.8784E-01 -2.8556E-01 -4.2744E+00
47 2.7628E+00 3.1140E+00 5.2250E-01 1.3965E+00 -1.1892E+00 -4.3881E+00
46 1.1898E+00 -8.1770E-01 -1.2822E+00 3.0716E-02 5.9757E-01 -2.8251E+00
ELE.NO. 182 FOR LOAD CASE 2
19 7.5759E-01 -6.7422E+00 8.5149E-02 8.1128E+00 -4.8348E-01 -5.0598E+00
21 -2.5880E+00 -6.6551E+00 8.3962E-01 8.3245E+00 -8.8420E-01 4.7165E+00
47 6.7950E-01 6.9161E+00 -2.9050E-01 -1.3993E-01 2.4867E-01 -4.8791E+00
46 1.1509E+00 6.4813E+00 -6.3427E-01 -2.2048E-01 1.1190E+00 4.1786E+00

*WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL
STRUCTURAL ELEMENTS IN LOAD CASE 1 ALONG X.
THIS COULD BE DUE TO SELFWEIGHT APPLIED TO SPECIFIC
LIST OF MEMBERS/PLATES/SOLIDS/SURFACES.
TOTAL UNFACTORED WEIGHT OF THE STRUCTURE = 667.234 KN
TOTAL UNFACTORED WEIGHT OF THE STRUCTURE APPLIED = 404.510 KN

WARNING - Load and release specified together for member 86 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 86 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 95 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 95 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 98 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 98 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 99 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 99 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 100 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 100 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 101 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 101 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 102 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 102 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 104 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 104 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 176 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 176 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 178 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 1
WARNING - Load and release specified together for member 178 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 1
STAAD SPACE -- PAGE NO. 6


*WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL
STRUCTURAL ELEMENTS IN LOAD CASE 2 ALONG Z.
THIS COULD BE DUE TO SELFWEIGHT APPLIED TO SPECIFIC
LIST OF MEMBERS/PLATES/SOLIDS/SURFACES.
TOTAL UNFACTORED WEIGHT OF THE STRUCTURE = 667.234 KN
TOTAL UNFACTORED WEIGHT OF THE STRUCTURE APPLIED = 404.510 KN

WARNING - Load and release specified together for member 86 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 95 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 98 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 99 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 100 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 101 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 102 dir. 3
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 104 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 176 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 2
WARNING - Load and release specified together for member 178 dir. 1
Check member load paths. This LOAD (or more) IGNORED in case no. 2

*WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL
STRUCTURAL ELEMENTS IN LOAD CASE 5 ALONG Y.
THIS COULD BE DUE TO SELFWEIGHT APPLIED TO SPECIFIC
LIST OF MEMBERS/PLATES/SOLIDS/SURFACES.
TOTAL UNFACTORED WEIGHT OF THE STRUCTURE = 667.234 KN
TOTAL UNFACTORED WEIGHT OF THE STRUCTURE APPLIED = 404.510 KN

WARNING - Load and release specified together for member 86 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 95 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 98 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 99 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 100 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 101 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 102 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 104 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 176 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
WARNING - Load and release specified together for member 178 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 5
STAAD SPACE -- PAGE NO. 7

WARNING - Load and release specified together for member 86 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 95 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 98 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 99 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 100 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 101 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 102 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 104 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 176 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6
WARNING - Load and release specified together for member 178 dir. 2
Check member load paths. This LOAD (or more) IGNORED in case no. 6

**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION
OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH

UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE.

  • You have pasted the portion from output file where you are getting this warnings. It can be seen that it has been reported as NOTE. It is meant to warn the user having having rigid diaphragm commands in the model of the fact that the wind load definition has to be defined after Rigid Diaphragm commands.



  • Hi Mr. DSANJU. Thank you for the reply. Can you please explain further? I dont know what Rigid Diaphram commands mean. I am a newbie in staad.
  • You can refer to the following section of Technical Reference manual:

    5.28.2 Floor Diaphragm



  • I am still having the following warnings... Please help...


    WARNING - Load and release specified together for member 86 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 95 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 98 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 99 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 100 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 101 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 102 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 104 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 176 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 178 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 5
    WARNING - Load and release specified together for member 86 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 95 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 98 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 99 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 100 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 101 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 102 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 104 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 176 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6
    WARNING - Load and release specified together for member 178 dir. 2
    Check member load paths. This LOAD (or more) IGNORED in case no. 6