Good Day! Please help. As I run the analysis , the SEISMIC MASS result do not match the total deadload in the reaction. What to do? Please help :(((
1. STAAD SPACE
2. START JOB INFORMATION
3. ENGINEER DATE
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 1 0; 2 1.25 1 0; 3 2.6 1 0; 4 3.85 1 0; 5 0 1 3; 6 1.25 1 3; 7 2.6 1 3
9. 8 3.85 1 3; 9 0 0 0; 10 3.85 0 0; 11 0 0 3; 12 3.85 0 3; 13 0 3 0; 14 3.85 3 0
10. 15 0 3 3; 16 3.85 3 3
11. MEMBER INCIDENCES
12. 1 1 2; 2 2 3; 3 3 4; 4 1 5; 5 2 6; 6 3 7; 7 4 8; 8 5 6; 9 6 7; 10 7 8; 11 9 1
13. 12 10 4; 13 11 5; 14 12 8; 15 1 13; 16 4 14; 17 5 15; 18 8 16; 19 13 14
14. 20 13 15; 21 14 16; 22 15 16
15. DEFINE MATERIAL START
16. ISOTROPIC CONCRETE
17. E 2.17185E+007
18. POISSON 0.17
19. DENSITY 23.5616
20. ALPHA 1E-005
21. DAMP 0.05
22. TYPE CONCRETE
23. STRENGTH FCU 27579
24. END DEFINE MATERIAL
25. MEMBER PROPERTY AMERICAN
26. 11 TO 18 PRIS YD 0.2 ZD 0.2
27. 1 TO 10 19 TO 22 PRIS YD 0.2 ZD 0.15
28. CONSTANTS
29. MATERIAL CONCRETE ALL
30. SUPPORTS
31. 9 TO 12 FIXED
32. MEMBER RELEASE
33. 5 6 START MZ
34. 5 6 END MZ
35. DEFINE REFERENCE LOADS
36. LOAD R1 LOADTYPE DEAD TITLE REF LOAD - DL
37. SELFWEIGHT Y -1
38. MEMBER LOAD
STAAD SPACE -- PAGE NO. 2
39. 1 TO 4 7 UNI GY 5.6
40. 5 6 UNI GY 5.4
41. 19 22 UNI GY 1.224
42. END DEFINE REFERENCE LOADS
43. FLOOR DIAPHRAGM
44. DIA 1 TYPE RIG HEI 1 JOINT 1 TO 8
45. DIA 2 TYPE RIG HEI 3 JOINT 13 TO 16
*** NOTE: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT.
MASS MODEL IS FORMED BY COMBINING ALL "DEAD" AND "LIVE" (IF ANY) REFERENCE LOADTYPES.
*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY.
IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS
WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING.
************************************************************************************
FLOOR DIAPHRAGM UNIT - KN METE
--------------- ----------------
NO. TYPE FL. LEVEL FL. WT CENTRE OF MASS MASTER JOINT NO.
X Z
1 RIGID 1.000 67.98 1.925 1.024 17
2 RIGID 3.000 4.03 1.925 1.500 18
************************************************************************************
47. DEFINE UBC LOAD
48. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1
49. REFERENCE LOAD Y
*** NOTE: SEISMIC WEIGHT TABLE IS PRESENT.THIS WEIGHT TABLE
WILL BE CONSIDERED IN STATIC SEISMIC ANALYSIS.
50. R1 1.0
51. DEFINE WIND LOAD
52. TYPE 1 WWX
53. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
54. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
55. 1 3.000 M 3.000 M 3.850 M 2.000 0.010 0 -
56. 0 0 0 0 0.575 1.000 1.000 0.850 0 -
57. 0 0 0 0.892 0.800 -0.550
58. !> END GENERATED DATA BLOCK
59. INT 1.68306 1.68306 HEIG 0 4.572
60. TYPE 2 LWX
61. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
62. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
STAAD SPACE -- PAGE NO. 3
63. 1 3.000 M 3.000 M 3.850 M 2.000 0.010 1 -
64. 0 0 0 0 0.575 1.000 1.000 0.850 0 -
65. 0 0 0 0.892 -0.500 0.550
66. !> END GENERATED DATA BLOCK
67. INT -1.32657 -1.32657 HEIG 0 3
68. TYPE 3 WWZ
69. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
70. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
71. 1 3.000 M 3.850 M 3.000 M 2.000 0.010 0 -
72. 0 0 0 0 0.575 1.000 1.000 0.850 0 -
73. 0 0 0 0.895 0.800 -0.550
74. !> END GENERATED DATA BLOCK
75. INT 1.68564 1.68564 HEIG 0 4.572
76. TYPE 4 LWZ
77. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
78. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
79. 1 3.000 M 3.850 M 3.000 M 2.000 0.010 1 -
80. 0 0 0 0 0.575 1.000 1.000 0.850 0 -
81. 0 0 0 0.895 -0.443 0.550
82. !> END GENERATED DATA BLOCK
83. INT -1.26066 -1.26066 HEIG 0 3
84. CHECK SOFT STORY ASCE7
85. LOAD 1 LOADTYPE SEISMIC TITLE EX
86. UBC LOAD X 1 DEC 1 ACC 0.05
87. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 18 NUMBER OF MEMBERS 22
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 4
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 12/ 5/ 48 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 48
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
SIZE OF STIFFNESS MATRIX = 3 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.1/ 862715.7 MB
STAAD SPACE -- PAGE NO. 4
VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- --------------
STORY FL. LEVEL IN METE S T A T U S
----- ----------------- --------------------
X Z
1 1.00 OK OK
2 3.00 OK OK
NOTE : NO SOFT STOREY IS DETECTED.
***********************************************************
* *
* X DIRECTION : Ta = 0.167 Tb = 0.081 Tuser = 0.000 *
* T = 0.081, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1294 x 73.89 = 9.56 KN *
* *
***********************************************************
************************************************************************
***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1
LOAD NO.: 1 DIRECTION : X UNIT - METE
STORY LEVEL DYN. ECC. (dec) ACC. ECC. (aec) DESIGN ECC.
----- ----- --------------- --------------- ---------------
X Z X Z X Z
dec + aec dec + aec
STAAD SPACE -- PAGE NO. 5
1 1.00 0.00 0.00 0.19 0.15 0.00 0.15
2 3.00 0.00 0.00 0.19 0.15 0.00 0.15
************************************************************************
88. CHANGE
89. LOAD 2 LOADTYPE SEISMIC TITLE EZ
90. UBC LOAD Z 1 DEC 1 ACC 0.05
91. PERFORM ANALYSIS
VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- --------------
STORY FL. LEVEL IN METE S T A T U S
----- ----------------- --------------------
X Z
1 1.00 OK OK
2 3.00 OK OK
NOTE : NO SOFT STOREY IS DETECTED.
***********************************************************
* *
* Z DIRECTION : Ta = 0.167 Tb = 0.077 Tuser = 0.000 *
* T = 0.077, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1294 x 73.89 = 9.56 KN *
* *
***********************************************************
STAAD SPACE -- PAGE NO. 6
************************************************************************
***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1
LOAD NO.: 2 DIRECTION : Z UNIT - METE
STORY LEVEL DYN. ECC. (dec) ACC. ECC. (aec) DESIGN ECC.
----- ----- --------------- --------------- ---------------
X Z X Z X Z
dec + aec dec + aec
1 1.00 0.00 0.00 0.19 0.15 0.19 0.00
2 3.00 0.00 0.00 0.19 0.15 0.19 0.00
************************************************************************
92. CHANGE
93. LOAD 3 LOADTYPE WIND TITLE WL1
94. WIND LOAD X 1 TYPE 1 YR 1 3
95. WIND LOAD -X 1 TYPE 2 YR 1 3
96. LOAD 4 LOADTYPE WIND TITLE WL2
97. WIND LOAD X -1 TYPE 1 YR 1 3
98. WIND LOAD -X -1 TYPE 2 YR 1 3
99. LOAD 5 LOADTYPE WIND TITLE WL3
100. WIND LOAD Z 1 TYPE 3 YR 1 3
101. WIND LOAD -Z 1 TYPE 4 YR 1 3
STAAD SPACE -- PAGE NO. 7
102. LOAD 6 LOADTYPE WIND TITLE WL4
103. WIND LOAD Z -1 TYPE 3 YR 1 3 ZR 3 3
104. WIND LOAD -Z -1 TYPE 4 YR 1 3
105. LOAD 7 LOADTYPE DEAD TITLE DL
106. REFERENCE LOAD
107. R1 -1.0
108. LOAD 8 LOADTYPE LIVE TITLE LL
109. MEMBER LOAD
110. 19 22 UNI GY -1.35
111. LOAD COMB 9 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 1
112. 7 1.2 8 0.5 1 1.0
113. LOAD COMB 10 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 2
114. 7 1.2 8 0.5 2 1.0
115. LOAD COMB 11 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 3
116. 7 1.2 8 0.5 1 -1.0
117. LOAD COMB 12 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 4
118. 7 1.2 8 0.5 2 -1.0
119. LOAD COMB 13 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 5
120. 7 0.9 1 1.0
121. LOAD COMB 14 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 6
122. 7 0.9 2 1.0
123. LOAD COMB 15 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 7
124. 7 0.9 1 -1.0
125. LOAD COMB 16 GENERATED NSCP 2015 DRIFT CHECK COMBINATION 8
126. 7 0.9 2 -1.0
127. LOAD COMB 17 GENERATED NSCP 2015 USD COMBINATION 1
128. 7 1.4
129. LOAD COMB 18 GENERATED NSCP 2015 USD COMBINATION 2
130. 7 1.2 8 1.6
131. LOAD COMB 19 GENERATED NSCP 2015 USD COMBINATION 3
132. 7 1.2 8 0.5
133. LOAD COMB 20 GENERATED NSCP 2015 USD COMBINATION 4
134. 7 1.2 3 0.5
135. LOAD COMB 21 GENERATED NSCP 2015 USD COMBINATION 5
136. 7 1.2 4 0.5
137. LOAD COMB 22 GENERATED NSCP 2015 USD COMBINATION 6
138. 7 1.2 5 0.5
139. LOAD COMB 23 GENERATED NSCP 2015 USD COMBINATION 7
140. 7 1.2 6 0.5
141. LOAD COMB 24 GENERATED NSCP 2015 USD COMBINATION 8
142. 7 1.2 8 0.5 3 1.0
143. LOAD COMB 25 GENERATED NSCP 2015 USD COMBINATION 9
144. 7 1.2 8 0.5 4 1.0
145. LOAD COMB 26 GENERATED NSCP 2015 USD COMBINATION 10
146. 7 1.2 8 0.5 5 1.0
147. LOAD COMB 27 GENERATED NSCP 2015 USD COMBINATION 11
148. 7 1.2 8 0.5 6 1.0
STAAD SPACE -- PAGE NO. 8
149. LOAD COMB 28 GENERATED NSCP 2015 USD COMBINATION 12
150. 7 1.2 8 0.5 1 1.0
151. LOAD COMB 29 GENERATED NSCP 2015 USD COMBINATION 13
152. 7 1.2 8 0.5 2 1.0
153. LOAD COMB 30 GENERATED NSCP 2015 USD COMBINATION 14
154. 7 0.9 3 1.0
155. LOAD COMB 31 GENERATED NSCP 2015 USD COMBINATION 15
156. 7 0.9 4 1.0
157. LOAD COMB 32 GENERATED NSCP 2015 USD COMBINATION 16
158. 7 0.9 5 1.0
159. LOAD COMB 33 GENERATED NSCP 2015 USD COMBINATION 17
160. 7 0.9 6 1.0
161. LOAD COMB 34 GENERATED NSCP 2015 USD COMBINATION 18
162. 7 0.9 1 1.0
163. LOAD COMB 35 GENERATED NSCP 2015 USD COMBINATION 19
164. 7 0.9 2 1.0
165. LOAD COMB 36 NSCP 2015 ASD 1
166. 7 1.0
167. LOAD COMB 37 NSCP 2015 ASD 2
168. 7 1.0 8 1.0
169. LOAD COMB 38 NSCP 2015 ASD 3
170. 7 1.0 8 0.75
171. LOAD COMB 39 NSCP 2015 ASD 4
172. 7 1.0 3 0.6
173. LOAD COMB 40 NSCP 2015 ASD 5
174. 7 1.0 4 0.6
175. LOAD COMB 41 NSCP 2015 ASD 6
176. 7 1.0 5 0.6
177. LOAD COMB 42 NSCP 2015 ASD 7
178. 7 1.0 6 0.6
179. LOAD COMB 43 NSCP 2015 ASD 8
180. 7 1.0 1 0.714286
181. LOAD COMB 44 NSCP 2015 ASD 9
182. 7 1.0 2 0.714286
183. PERFORM ANALYSIS
VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- --------------
STORY FL. LEVEL IN METE S T A T U S
----- ----------------- --------------------
X Z
1 1.00 OK OK
2 3.00 OK OK
NOTE : NO SOFT STOREY IS DETECTED.
STAAD SPACE -- PAGE NO. 9
184. LOAD LIST 9 TO 44
185. PRINT STORY DRIFT 0.004200
STAAD SPACE -- PAGE NO. 10
STORY HEIGHT LOAD AVG. DISP(CM ) DRIFT(CM ) RATIO STATUS
------------------------------------------------------------------------------------------
(METE) X Z X Z
BASE= 0.00 ALLOW. DRIFT = L / 238
1 0.00 9 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
10 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
11 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
12 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
13 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
14 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
15 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
16 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
17 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
18 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
19 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
20 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
21 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
22 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
23 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
24 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
25 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
STAAD SPACE -- PAGE NO. 11
26 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
27 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
28 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
29 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
30 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
31 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
32 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
33 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
34 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
35 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
36 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
37 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
38 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
39 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
40 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
41 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
42 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
43 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
44 0.0000 0.0000 0.0000 0.0000 L /999999 PASS
2 1.00 9 0.0194 -0.0002 0.0194 0.0002 L / 5164 PASS
10 -0.0003 0.0175 0.0003 0.0175 L / 5727 PASS
11 -0.0194 -0.0002 0.0194 0.0002 L / 5164 PASS
12 0.0003 -0.0178 0.0003 0.0178 L / 5623 PASS
13 0.0194 -0.0001 0.0194 0.0001 L / 5164 PASS
14 -0.0003 0.0175 0.0003 0.0175 L / 5713 PASS
15 -0.0194 -0.0001 0.0194 0.0001 L / 5164 PASS
16 0.0003 -0.0177 0.0003 0.0177 L / 5636 PASS
17 -0.0000 -0.0002 0.0000 0.0002 L /999999 PASS
STAAD SPACE -- PAGE NO. 12
STORY HEIGHT LOAD AVG. DISP(CM ) DRIFT(CM ) RATIO STATUS
------------------------------------------------------------------------------------------
(METE) X Z X Z
BASE= 0.00 ALLOW. DRIFT = L / 238
18 -0.0000 -0.0002 0.0000 0.0002 L /999999 PASS
19 -0.0000 -0.0002 0.0000 0.0002 L /999999 PASS
20 0.0251 -0.0002 0.0251 0.0002 L / 3983 PASS
21 -0.0251 -0.0002 0.0251 0.0002 L / 3983 PASS
22 -0.0000 0.0283 0.0000 0.0283 L / 3537 PASS
23 -0.0000 -0.0286 0.0000 0.0286 L / 3497 PASS
24 0.0502 -0.0002 0.0502 0.0002 L / 1991 PASS
25 -0.0502 -0.0002 0.0502 0.0002 L / 1991 PASS
26 -0.0000 0.0567 0.0000 0.0567 L / 1763 PASS
27 -0.0000 -0.0570 0.0000 0.0570 L / 1754 PASS
28 0.0194 -0.0002 0.0194 0.0002 L / 5164 PASS
29 -0.0003 0.0175 0.0003 0.0175 L / 5727 PASS
30 0.0502 -0.0001 0.0502 0.0001 L / 1991 PASS
31 -0.0502 -0.0001 0.0502 0.0001 L / 1991 PASS
32 -0.0000 0.0567 0.0000 0.0567 L / 1762 PASS
33 -0.0000 -0.0570 0.0000 0.0570 L / 1755 PASS
34 0.0194 -0.0001 0.0194 0.0001 L / 5164 PASS
35 -0.0003 0.0175 0.0003 0.0175 L / 5713 PASS
STAAD SPACE -- PAGE NO. 13
36 -0.0000 -0.0001 0.0000 0.0001 L /999999 PASS
37 -0.0000 -0.0001 0.0000 0.0001 L /999999 PASS
38 -0.0000 -0.0001 0.0000 0.0001 L /999999 PASS
39 0.0301 -0.0001 0.0301 0.0001 L / 3319 PASS
40 -0.0301 -0.0001 0.0301 0.0001 L / 3319 PASS
41 -0.0000 0.0340 0.0000 0.0340 L / 2943 PASS
42 -0.0000 -0.0343 0.0000 0.0343 L / 2919 PASS
43 0.0138 -0.0001 0.0138 0.0001 L / 7230 PASS
44 -0.0002 0.0125 0.0002 0.0125 L / 8030 PASS
3 3.00 9 0.0650 -0.0009 0.0457 0.0008 L / 4378 PASS
10 -0.0000 0.0566 0.0003 0.0391 L / 5109 PASS
11 -0.0650 -0.0009 0.0457 0.0008 L / 4378 PASS
12 -0.0000 -0.0585 0.0003 0.0407 L / 4914 PASS
13 0.0650 -0.0007 0.0457 0.0006 L / 4378 PASS
14 -0.0000 0.0568 0.0003 0.0393 L / 5083 PASS
15 -0.0650 -0.0007 0.0457 0.0006 L / 4378 PASS
16 -0.0000 -0.0582 0.0003 0.0405 L / 4938 PASS
17 -0.0000 -0.0011 0.0000 0.0009 L /999999 PASS
18 -0.0000 -0.0009 0.0000 0.0008 L /999999 PASS
19 -0.0000 -0.0009 0.0000 0.0008 L /999999 PASS
20 0.1219 -0.0009 0.0968 0.0008 L / 2065 PASS
21 -0.1219 -0.0009 0.0968 0.0008 L / 2065 PASS
22 -0.0000 0.1345 0.0000 0.1062 L / 1883 PASS
23 -0.0000 -0.1364 0.0000 0.1078 L / 1856 PASS
24 0.2439 -0.0009 0.1937 0.0008 L / 1032 PASS
25 -0.2439 -0.0009 0.1937 0.0008 L / 1032 PASS
26 -0.0000 0.2699 0.0000 0.2132 L / 938 PASS
27 -0.0000 -0.2718 0.0000 0.2148 L / 931 PASS
STAAD SPACE -- PAGE NO. 14
STORY HEIGHT LOAD AVG. DISP(CM ) DRIFT(CM ) RATIO STATUS
------------------------------------------------------------------------------------------
(METE) X Z X Z
BASE= 0.00 ALLOW. DRIFT = L / 238
28 0.0650 -0.0009 0.0457 0.0008 L / 4378 PASS
29 -0.0000 0.0566 0.0003 0.0391 L / 5109 PASS
30 0.2439 -0.0007 0.1937 0.0006 L / 1032 PASS
31 -0.2439 -0.0007 0.1937 0.0006 L / 1032 PASS
32 -0.0000 0.2702 0.0000 0.2134 L / 937 PASS
33 -0.0000 -0.2716 0.0000 0.2146 L / 932 PASS
34 0.0650 -0.0007 0.0457 0.0006 L / 4378 PASS
35 -0.0000 0.0568 0.0003 0.0393 L / 5083 PASS
36 -0.0000 -0.0008 0.0000 0.0006 L /999999 PASS
37 -0.0000 -0.0008 0.0000 0.0006 L /999999 PASS
38 -0.0000 -0.0008 0.0000 0.0006 L /999999 PASS
39 0.1463 -0.0008 0.1162 0.0006 L / 1721 PASS
40 -0.1463 -0.0008 0.1162 0.0006 L / 1721 PASS
41 -0.0000 0.1617 0.0000 0.1277 L / 1565 PASS
42 -0.0000 -0.1633 0.0000 0.1290 L / 1550 PASS
43 0.0465 -0.0008 0.0326 0.0006 L / 6130 PASS
44 -0.0000 0.0403 0.0002 0.0279 L / 7176 PASS
186. PRINT DIA CR
STAAD SPACE -- PAGE NO. 15
************************************************************
CENTRE OF RIGIDITY UNIT - METE
------------------ -----------
DIAPHRAM FL. LEVEL X-COORDINATE Z-COORDINATE
1 1.000 1.925 1.500
2 3.000 1.925 1.500
************************************************************
187. FINISH
please help