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Can't apply wind loads to horizontal members

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For some reason STAAD is not applying distributed wind loads to horizontal members in my frame.  It correctly applies a distributed load to vertical members and places a node load at locations where the horizontal members intersect the vertical members.

The total force, based on pressure and area is correct.  However, I need to see the moments in the horizontal members for wind loads.

I have defined a wind load and a group "WWALL" for the face of the structure (the group includes the horizontal members).  I used the following method to assign the wind load to the group:

LOAD 5 LOADTYPE None  TITLE WIND WEST
WIND LOAD Z 1 TYPE 1 MEMB _WWALL

Any ideas on how to make the wind load be applied as a distributed load to horizontal members?


Add connection stiffness for beam end using Excel VBA

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Hi Pro,

I tried to create partial connection for steel frame design using excel VBA. I have not found any methods to do this in "RAM DataAccess Developers Guide".

Is there any way to do?

Thanks for any helps.

Hi I'm making a structural analysis of a suspension bridge, I always get error at joint ## direction = Fy. Pls help :) thank you

warning message explanation....

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What is the explanation for the warning message shown in the pic attached herewith, the msg says "LOAD CASE 3 HAS INFINITE OR NAN VALUES FOR
DISPLACEMENT. STRUCTURE IS EITHER UNSTABLE OR HAS BUCKLED OR AN ITERATIVE SOLUTION HAS DIVERGED." it has same msg for load case 5 & load
case 6. The load case 1 is Dead Load, load case 2 is Live Load & Load cases 3, 4, 5 & 6 are of wind loading as per IS code (Indian Standards Code).
I had modeled a G+5 Residential building. I have uploaded a the msg pic also Please do give a advice to overcome this warning/problem.... Thank you....

Waseem M.A

warning message explanation....

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What is the explanation for the warning message shown in the pic attached herewith, the msg says "LOAD CASE 3 HAS INFINITE OR NAN VALUES FOR
DISPLACEMENT. STRUCTURE IS EITHER UNSTABLE OR HAS BUCKLED OR AN ITERATIVE SOLUTION HAS DIVERGED." it has same msg for load case 5 & load
case 6. The load case 1 is Dead Load, load case 2 is Live Load & Load cases 3, 4, 5 & 6 are of wind loading as per IS code (Indian Standards Code).
I had modeled a G+5 Residential building. I have uploaded a the msg pic also Please do give a advice to overcome this warning/problem.... Thank you....

Waseem M.A

STAAD foundation advance calculation script issue "An error has occurred in the script on this page"

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Hellow Every one,

I am facing now an Issue with the creation of the calculation sheet in STAAD foundation.

It shows errors while inserting Footings sketchs as shown in the attached image. then the calc sheet is genetated showing a blank area instead of foundation sketches.

"An error has occurred in the script on this page"

does anyone knows how to fix this issue?

Does RAM Concept consider lateral stresses arising from tendons that sweep in plan?

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Are the above mentioned stresses added to the stress in the orthogonal tendons when checking a PT flat plate?

Question on Modulus of Elasticity of concrete in STAAD

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Hello. How does STAAD compute the modulus of elasticity of concrete (default material properties)?

The default values are:

fcu is 27.58 MPa

E is 21728 MPa

Say I would like to use f'c = 27 MPa, what would be the corresponding E and fcu?

I know that f'c is about 0.8fcu.

Thank you! 


why I am getting error for design member in compression

how do I purchase Ram Beam

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How can I get Ram Beam - I purchased it twice in the past probably over 15 years ago when it was on floppy disc. 

Thanks

David Silverberg, PE

Reference load usage in DL And Seismic mass

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Hello everyone,
I used Reference load of type : none and within it I modeled my Dead loads values ( Own weight , factor -1 , Direction Y ) and some member loads
After that I've created a Dead load load case and called the previous Reference load with a factor of 1 
In the seismic load definition , I want to use the reference DL to define my seismic mass should I apply a factor of 1 or -1 to make sure my seismic mass is direction-less  ??


here is some data from staad editor to help you understand me better 


DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE None TITLE Reference DL
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
18 TO 21 29 TO 32 40 TO 43 51 TO 54 83 TO 90 UNI GY -1.2
3 6 9 10 62 TO 65 81 82 91 92 UNI GY -0.6
END DEFINE REFERENCE LOADS
DEFINE IBC 2012
SS 1.4 S1 0.85 I 1 RX 3 RZ 3 SCLASS 4 CTX 0.0488 CTZ 0.0488 TL 8 FA 1 FV 1.5 -
XX 0.75 XZ 0.75
REFERENCE LOAD Y
R1 1.0
LOAD 1 LOADTYPE Seismic TITLE Seismic load +X
IBC LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE Seismic load -X
IBC LOAD X -1
LOAD 3 LOADTYPE Seismic TITLE Seismic load +Z
IBC LOAD Z 1
LOAD 4 LOADTYPE Seismic TITLE Seismic load -Z
IBC LOAD Z -1
LOAD 5 LOADTYPE Dead TITLE Dead load
REFERENCE LOAD
R1 1.0
FINISH

My query is if a beam segmented by plate mesh then should I check deflection of each segment or only count the total beam for global deflection. Please give me a clear understanding of this issue.

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My query is if a beam segmented by plate mesh then should I check deflection of each segment or only count the total beam for global deflection. Please give me a clear understanding of this issue.

Design strength values are 0

RAM CONCEPT

Design column with shapes apart from already mentioned in staad pro

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I'm a beginner in staad pro software and need to know how can we design a shape of column rather than the designs  mention already in the software. 

Specifically polygons shapes like triangle and hexagons 


Question about the output in shear in RC beams.

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Hello. 

Why does the "Provided Spacing" at mid section does not matched the "SPrv"? 

And why does the governing "Provided Spacing" from left and right supports is 100mm? As per ACI ther's no minimum spacing that is 100mm. Correct me if I'm wrong here. I think the governing spacing should be 82mm.

Sorry for my bad English. I hope you understand my question.

Please see attached photo for reference. Thank you.

Small pdelta effects as per ACI 318-14

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Hello,

As per ACI 318-14 par. R.6.2.3 it is necessary to include intermediate nodes along the elements to catch small pdelta effects. My question is: if the pdelta function is used in the analysis, do I need to include the intermediate nodes in staad to catch also the small pdelta effects?.

AISC 360-16 SELECT MEMB error

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communities.bentley.com/.../7_5F00_15.0W_2D00_test.std

When I perform an analysis with AISC 360-16, an analysis window suddenly stops(disappears) while it perform a command SELECT MEMB _STD.

It happens only sometimes with a specific file but it works well with AISC 360-10 code.

The AISC 360-16 in Connect Edition has a problem with selecting a member of T-Section?

I attached file which has a problem.

Thank you for support.

Not Answered Design strength values are 0

why does my member tension capacity become zero? can anyone help me to chec what is the problem?

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STAAD SPACE DXF IMPORT OF TUNNEL STEEL FORMWORK (REV 2).DXF
START JOB INFORMATION
ENGINEER DATE 17-Sep-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 2.90039 -0.000419; 2 0 2.84039 -0.584973; 3 0 2.66401 -1.1459;
4 0 2.3781 -1.65971; 5 0 1.99443 -2.10529; 6 0 1.52876 -2.46432;
7 0 1.00025 -2.72204; 8 0 0.430612 -2.86785; 9 0 -0.00338 -2.89836;
10 0 2.84039 0.584973; 11 0 2.66401 1.1459; 12 0 2.3781 1.65971;
13 0 1.52876 2.46432; 14 0 1.99443 2.10529; 15 0 1.00025 2.72204;
16 0 0.430612 2.86785; 17 0 -0.156727 2.89576; 18 0 0.000495 2.88829;
19 0 -0.737514 2.80465; 20 0 -1.28799 2.59828; 21 0 -1.78554 2.28514;
22 0 -2.04087 2.04011; 23 0 -0.73777 -2.80459; 24 0 -0.156727 -2.89576;
25 0 -1.28847 -2.59805; 26 0 -1.78617 -2.28465; 27 0 -2.2104 -1.87727;
28 0 -2.04074 -2.04028; 29 0 -2.20971 1.87808; 35 0 2.04616 -2.04996;
36 0 2.04598 2.04543; 37 -1.2 0.430612 -2.86785; 38 -1 0.430612 -2.86785;
39 -0.2 0.000802 -0.001272; 40 -0.2 0.342949 -0.000418;
41 -0.2 0.242592 -0.24285; 42 -0.2 2.04598 2.04543; 43 -0.2 1.80366 1.80313;
44 -0.2 -0.0012 -1.00042; 45 -0.2 -0.242483 -0.243062;
46 -0.2 -2.04087 2.04011; 47 -0.2 -1.79832 1.79758; 48 -0.2 0.000327 1.99958;
49 -0.2 0.000138 0.999582; 50 -0.2 -0.002348 -2.00042;
51 -0.2 -0.002922 -2.50042; 52 -0.2 -0.003377 -2.89641;
53 -1.6 0.000803 -0.001259; 54 -1.6 -0.000621 -0.500418;
55 -1.6 0.000495 2.88829; 56 -1.6 0.000401 2.38829; 57 -1.6 -0.00176 -1.50042;
58 -1.6 -0.002899 -2.50042; 59 -1.6 -0.003357 -2.9019;
60 -1.6 0.000211 1.38829; 61 -1.6 2.2e-005 0.388291; 62 -0.2 0.000495 2.88829;
63 -0.2 0.000401 2.38829; 64 -0.2 2.89995 -0.000418; 65 -0.2 2.84039 -0.584973;
66 -0.2 2.66401 -1.1459; 67 -0.2 2.3781 -1.65971; 68 -0.2 1.99443 -2.10529;
69 -0.2 1.52876 -2.46432; 70 -0.2 1.00025 -2.72204; 71 -0.2 0.430612 -2.86785;
72 -0.2 2.84039 0.584973; 73 -0.2 2.66401 1.1459; 74 -0.2 2.3781 1.65971;
75 -0.2 1.52876 2.46432; 76 -0.2 1.99443 2.10529; 77 -0.2 1.00025 2.72204;
78 -0.2 0.430612 2.86785; 79 -0.2 -0.156727 2.89576; 80 -0.2 -0.737514 2.80465;
81 -0.2 -1.28799 2.59828; 82 -0.2 -1.78554 2.28514; 83 -0.2 -0.73777 -2.80459;
84 -0.2 -0.156727 -2.89576; 85 -0.2 -1.28847 -2.59805;
86 -0.2 -1.78617 -2.28465; 87 -0.2 -2.2104 -1.87727; 88 -0.2 -2.04074 -2.04028;
89 -0.2 2.04872 -2.0474; 90 -0.2 -2.20971 1.87808; 91 -0.4 2.90039 -0.000419;
92 -0.4 2.84039 -0.584973; 93 -0.4 2.66401 -1.1459; 94 -0.4 2.3781 -1.65971;
95 -0.4 1.99443 -2.10529; 96 -0.4 1.52876 -2.46432; 97 -0.4 1.00025 -2.72204;
98 -0.4 0.430612 -2.86785; 99 -0.4 -0.00338 -2.89836;
100 -0.4 2.84039 0.584973; 101 -0.4 2.66401 1.1459; 102 -0.4 2.3781 1.65971;
103 -0.4 1.52876 2.46432; 104 -0.4 1.99443 2.10529; 105 -0.4 1.00025 2.72204;
106 -0.4 0.430612 2.86785; 107 -0.4 -0.156727 2.89576;
108 -0.4 0.000495 2.88829; 109 -0.4 -0.737514 2.80465;
110 -0.4 -1.28799 2.59828; 111 -0.4 -1.78554 2.28514;
112 -0.4 -2.04087 2.04011; 113 -0.4 -0.73777 -2.80459;
114 -0.4 -0.156727 -2.89576; 115 -0.4 -1.28847 -2.59805;
116 -0.4 -1.78617 -2.28465; 117 -0.4 -2.2104 -1.87727;
118 -0.4 -2.04074 -2.04028; 119 -0.4 2.04616 -2.04996;
120 -0.4 2.04598 2.04543; 121 -0.4 -2.20971 1.87808;
122 -0.6 2.90039 -0.000419; 123 -0.6 2.84039 -0.584973;
124 -0.6 2.66401 -1.1459; 125 -0.6 2.3781 -1.65971; 126 -0.6 1.99443 -2.10529;
127 -0.6 1.52876 -2.46432; 128 -0.6 1.00025 -2.72204;
129 -0.6 0.430612 -2.86785; 130 -0.6 -0.00338 -2.89836;
131 -0.6 2.84039 0.584973; 132 -0.6 2.66401 1.1459; 133 -0.6 2.3781 1.65971;
134 -0.6 1.52876 2.46432; 135 -0.6 1.99443 2.10529; 136 -0.6 1.00025 2.72204;
137 -0.6 0.430612 2.86785; 138 -0.6 -0.156727 2.89576;
139 -0.6 0.000495 2.88829; 140 -0.6 -0.737514 2.80465;
141 -0.6 -1.28799 2.59828; 142 -0.6 -1.78554 2.28514;
143 -0.6 -2.04087 2.04011; 144 -0.6 -0.73777 -2.80459;
145 -0.6 -0.156727 -2.89576; 146 -0.6 -1.28847 -2.59805;
147 -0.6 -1.78617 -2.28465; 148 -0.6 -2.2104 -1.87727;
149 -0.6 -2.04074 -2.04028; 150 -0.6 2.04616 -2.04996;
151 -0.6 2.04598 2.04543; 152 -0.6 -2.20971 1.87808;
153 -0.8 2.90039 -0.000419; 154 -0.8 2.84039 -0.584973;
155 -0.8 2.66401 -1.1459; 156 -0.8 2.3781 -1.65971; 157 -0.8 1.99443 -2.10529;
158 -0.8 1.52876 -2.46432; 159 -0.8 1.00025 -2.72204;
160 -0.8 0.430612 -2.86785; 161 -0.8 -0.00338 -2.89836;
162 -0.8 2.84039 0.584973; 163 -0.8 2.66401 1.1459; 164 -0.8 2.3781 1.65971;
165 -0.8 1.52876 2.46432; 166 -0.8 1.99443 2.10529; 167 -0.8 1.00025 2.72204;
168 -0.8 0.430612 2.86785; 169 -0.8 -0.156727 2.89576;
170 -0.8 0.000495 2.88829; 171 -0.8 -0.737514 2.80465;
172 -0.8 -1.28799 2.59828; 173 -0.8 -1.78554 2.28514;
174 -0.8 -2.04087 2.04011; 175 -0.8 -0.73777 -2.80459;
176 -0.8 -0.156727 -2.89576; 177 -0.8 -1.28847 -2.59805;
178 -0.8 -1.78617 -2.28465; 179 -0.8 -2.2104 -1.87727;
180 -0.8 -2.04074 -2.04028; 181 -0.8 2.04616 -2.04996;
182 -0.8 2.04598 2.04543; 183 -0.8 -2.20971 1.87808; 184 -1 2.90039 -0.000419;
185 -1 2.84039 -0.584973; 186 -1 2.66401 -1.1459; 187 -1 2.3781 -1.65971;
188 -1 1.99443 -2.10529; 189 -1 1.52876 -2.46432; 190 -1 1.00025 -2.72204;
191 -1 -0.00338 -2.89836; 192 -1 2.84039 0.584973; 193 -1 2.66401 1.1459;
194 -1 2.3781 1.65971; 195 -1 1.52876 2.46432; 196 -1 1.99443 2.10529;
197 -1 1.00025 2.72204; 198 -1 0.430612 2.86785; 199 -1 -0.156727 2.89576;
200 -1 0.000495 2.88829; 201 -1 -0.737514 2.80465; 202 -1 -1.28799 2.59828;
203 -1 -1.78554 2.28514; 204 -1 -2.04087 2.04011; 205 -1 -0.73777 -2.80459;
206 -1 -0.156727 -2.89576; 207 -1 -1.28847 -2.59805; 208 -1 -1.78617 -2.28465;
209 -1 -2.2104 -1.87727; 210 -1 -2.04074 -2.04028; 211 -1 2.04616 -2.04996;
212 -1 2.04598 2.04543; 213 -1 -2.20971 1.87808; 214 -1.2 2.90039 -0.000419;
215 -1.2 2.84039 -0.584973; 216 -1.2 2.66401 -1.1459; 217 -1.2 2.3781 -1.65971;
218 -1.2 1.99443 -2.10529; 219 -1.2 1.52876 -2.46432;
220 -1.2 1.00025 -2.72204; 221 -1.2 -0.00338 -2.89836;
222 -1.2 2.84039 0.584973; 223 -1.2 2.66401 1.1459; 224 -1.2 2.3781 1.65971;
225 -1.2 1.52876 2.46432; 226 -1.2 1.99443 2.10529; 227 -1.2 1.00025 2.72204;
228 -1.2 0.430612 2.86785; 229 -1.2 -0.156727 2.89576;
230 -1.2 0.000495 2.88829; 231 -1.2 -0.737514 2.80465;
232 -1.2 -1.28799 2.59828; 233 -1.2 -1.78554 2.28514;
234 -1.2 -2.04087 2.04011; 235 -1.2 -0.73777 -2.80459;
236 -1.2 -0.156727 -2.89576; 237 -1.2 -1.28847 -2.59805;
238 -1.2 -1.78617 -2.28465; 239 -1.2 -2.2104 -1.87727;
240 -1.2 -2.04074 -2.04028; 241 -1.2 2.04616 -2.04996;
242 -1.2 2.04598 2.04543; 243 -1.2 -2.20971 1.87808;
244 -1.4 2.90039 -0.000419; 245 -1.4 2.84039 -0.584973;
246 -1.4 2.66401 -1.1459; 247 -1.4 2.3781 -1.65971; 248 -1.4 1.99443 -2.10529;
249 -1.4 1.52876 -2.46432; 250 -1.4 1.00025 -2.72204;
251 -1.4 0.430612 -2.86785; 252 -1.4 -0.00338 -2.89836;
253 -1.4 2.84039 0.584973; 254 -1.4 2.66401 1.1459; 255 -1.4 2.3781 1.65971;
256 -1.4 1.52876 2.46432; 257 -1.4 1.99443 2.10529; 258 -1.4 1.00025 2.72204;
259 -1.4 0.430612 2.86785; 260 -1.4 -0.156727 2.89576;
261 -1.4 0.000495 2.88829; 262 -1.4 -0.737514 2.80465;
263 -1.4 -1.28799 2.59828; 264 -1.4 -1.78554 2.28514;
265 -1.4 -2.04087 2.04011; 266 -1.4 -0.73777 -2.80459;
267 -1.4 -0.156727 -2.89576; 268 -1.4 -1.28847 -2.59805;
269 -1.4 -1.78617 -2.28465; 270 -1.4 -2.2104 -1.87727;
271 -1.4 -2.04074 -2.04028; 272 -1.4 2.04616 -2.04996;
273 -1.4 2.04598 2.04543; 274 -1.4 -2.20971 1.87808;
275 -1.6 2.90039 -0.000419; 276 -1.6 2.84039 -0.584973;
277 -1.6 2.66401 -1.1459; 278 -1.6 2.3781 -1.65971; 279 -1.6 1.99443 -2.10529;
280 -1.6 1.52876 -2.46432; 281 -1.6 1.00025 -2.72204;
282 -1.6 0.430612 -2.86785; 283 -1.6 2.84039 0.584973; 284 -1.6 2.66401 1.1459;
285 -1.6 2.3781 1.65971; 286 -1.6 1.52876 2.46432; 287 -1.6 1.99443 2.10529;
288 -1.6 1.00025 2.72204; 289 -1.6 0.430612 2.86785;
290 -1.6 -0.156727 2.89576; 291 -1.6 -0.737514 2.80465;
292 -1.6 -1.28799 2.59828; 293 -1.6 -1.78554 2.28514;
294 -1.6 -2.04087 2.04011; 295 -1.6 -0.73777 -2.80459;
296 -1.6 -0.156727 -2.89576; 297 -1.6 -1.28847 -2.59805;
298 -1.6 -1.78617 -2.28465; 299 -1.6 -2.2104 -1.87727;
300 -1.6 -2.04074 -2.04028; 301 -1.6 2.04616 -2.04996;
302 -1.6 2.04598 2.04543; 303 -1.6 -2.20971 1.87808;
304 -1.8 2.90039 -0.000419; 305 -1.8 2.84039 -0.584973;
306 -1.8 2.66401 -1.1459; 307 -1.8 2.3781 -1.65971; 308 -1.8 1.99443 -2.10529;
309 -1.8 1.52876 -2.46432; 310 -1.8 1.00025 -2.72204;
311 -1.8 0.430612 -2.86785; 312 -1.8 -0.00338 -2.89836;
313 -1.8 2.84039 0.584973; 314 -1.8 2.66401 1.1459; 315 -1.8 2.3781 1.65971;
316 -1.8 1.52876 2.46432; 317 -1.8 1.99443 2.10529; 318 -1.8 1.00025 2.72204;
319 -1.8 0.430612 2.86785; 320 -1.8 -0.156727 2.89576;
321 -1.8 0.000495 2.88829; 322 -1.8 -0.737514 2.80465;
323 -1.8 -1.28799 2.59828; 324 -1.8 -1.78554 2.28514;
325 -1.8 -2.04087 2.04011; 326 -1.8 -0.73777 -2.80459;
327 -1.8 -0.156727 -2.89576; 328 -1.8 -1.28847 -2.59805;
329 -1.8 -1.78617 -2.28465; 330 -1.8 -2.2104 -1.87727;
331 -1.8 -2.04074 -2.04028; 332 -1.8 -2.20971 1.87808;
338 -1.8 2.04616 -2.04996; 339 -1.8 2.04598 2.04543;
340 -0.2 -2.21005 0.000405; 341 -0.2 -1.86705 0.000277;
342 -1.6 0.342949 -0.000407; 343 -1.6 0.242289 -0.243141;
344 -1.6 1.80366 1.80313; 345 -1.6 -0.242482 -0.24305;
346 -1.6 -1.79832 1.79759; 347 -0.2 -0.343051 -0.00029;
348 -1.6 -2.21005 0.000405; 349 -1.6 -1.86705 0.000277;
350 -1.6 -0.343051 -0.00029; 351 -1.6 -1.35905 8.8e-005;
352 -0.2 -1.10505 -7e-006; 353 -1.6 -0.851051 -0.000101;
354 -0.2 1.08095 -0.000418; 355 -0.2 2.55695 -0.000418;
356 -1.6 0.89656 -0.000409; 357 -1.6 2.55739 -0.000417;
358 -1.6 1.45017 -0.000412; 359 -1.6 2.00378 -0.000415;
360 -0.2 1.81895 -0.000418; 361 -0.2 -0.762857 -0.763893;
362 -0.2 -1.80361 -1.80556; 364 -1.6 -0.632763 -0.633676;
365 -1.6 -1.80361 -1.80556; 367 -0.2 -1.28323 -1.28472;
368 -1.6 -1.02304 -1.0243; 369 -1.6 -1.41333 -1.41493;
370 -0.2 0.763755 -0.763556; 371 -0.2 1.80608 -1.80497;
372 -0.2 1.28319 1.28271; 373 -0.2 0.242267 0.241879;
374 -0.2 -1.27946 1.27881; 375 -0.2 -0.241753 0.241248;
376 -1.6 0.632672 -0.634162; 377 -1.6 1.80382 -1.80722;
378 -1.6 1.41331 1.41282; 379 -1.6 0.242267 0.24189; 380 -1.6 -1.40918 1.4085;
381 -1.6 -0.241753 0.24126; 382 -0.2 1.28492 -1.28426;
383 -1.6 1.02305 -1.02518; 384 -1.6 1.41344 -1.4162;
385 -0.2 -0.760608 0.760027; 386 -1.6 -1.02004 1.01942;
387 -1.6 -0.630894 0.630341; 388 -0.2 0.762731 0.762296;
389 -1.6 1.02296 1.02251; 390 -1.6 0.632615 0.632201;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 5 6; 5 6 7; 6 7 8; 7 8 9; 8 10 1; 9 11 10; 10 12 11;
11 13 14; 12 15 13; 13 16 15; 14 17 18; 15 17 19; 16 19 20; 17 20 21; 18 21 22;
19 23 24; 20 25 23; 21 26 25; 22 27 28; 29 4 35; 30 36 12; 31 18 16; 32 24 9;
33 28 26; 34 22 29; 35 37 38; 36 39 40; 37 39 41; 38 42 43; 39 39 44; 40 39 45;
41 46 47; 42 48 49; 43 49 39; 44 44 50; 45 51 52; 46 53 39; 47 53 54; 48 55 56;
49 54 57; 50 57 58; 51 58 59; 52 56 60; 53 60 61; 54 61 53; 55 39 61; 56 61 49;
57 49 60; 58 60 48; 59 62 63; 60 56 63; 61 56 48; 62 63 48; 63 39 54; 64 54 44;
65 44 57; 66 57 50; 67 50 58; 68 50 51; 69 58 51; 70 64 65; 71 65 66; 72 66 67;
73 68 69; 74 69 70; 75 70 71; 76 71 52; 77 72 64; 78 73 72; 79 74 73; 80 75 76;
81 77 75; 82 78 77; 83 79 62; 84 79 80; 85 80 81; 86 81 82; 87 82 46; 88 83 84;
89 85 83; 90 86 85; 91 87 88; 92 67 89; 93 42 74; 94 62 78; 95 84 52; 96 88 86;
97 46 90; 98 91 92; 99 92 93; 100 93 94; 101 95 96; 102 96 97; 103 97 98;
104 98 99; 105 100 91; 106 101 100; 107 102 101; 108 103 104; 109 105 103;
110 106 105; 111 107 108; 112 107 109; 113 109 110; 114 110 111; 115 111 112;
116 113 114; 117 115 113; 118 116 115; 119 117 118; 120 94 119; 121 120 102;
122 108 106; 123 114 99; 124 118 116; 125 112 121; 126 122 123; 127 123 124;
128 124 125; 129 126 127; 130 127 128; 131 128 129; 132 129 130; 133 131 122;
134 132 131; 135 133 132; 136 134 135; 137 136 134; 138 137 136; 139 138 139;
140 138 140; 141 140 141; 142 141 142; 143 142 143; 144 144 145; 145 146 144;
146 147 146; 147 148 149; 148 125 150; 149 151 133; 150 139 137; 151 145 130;
152 149 147; 153 143 152; 154 153 154; 155 154 155; 156 155 156; 157 157 158;
158 158 159; 159 159 160; 160 160 161; 161 162 153; 162 163 162; 163 164 163;
164 165 166; 165 167 165; 166 168 167; 167 169 170; 168 169 171; 169 171 172;
170 172 173; 171 173 174; 172 175 176; 173 177 175; 174 178 177; 175 179 180;
176 156 181; 177 182 164; 178 170 168; 179 176 161; 180 180 178; 181 174 183;
182 184 185; 183 185 186; 184 186 187; 185 188 189; 186 189 190; 187 190 38;
188 38 191; 189 192 184; 190 193 192; 191 194 193; 192 195 196; 193 197 195;
194 198 197; 195 199 200; 196 199 201; 197 201 202; 198 202 203; 199 203 204;
200 205 206; 201 207 205; 202 208 207; 203 209 210; 204 187 211; 205 212 194;
206 200 198; 207 206 191; 208 210 208; 209 204 213; 210 214 215; 211 215 216;
212 216 217; 213 218 219; 214 219 220; 215 220 37; 216 37 221; 217 222 214;
218 223 222; 219 224 223; 220 225 226; 221 227 225; 222 228 227; 223 229 230;
224 229 231; 225 231 232; 226 232 233; 227 233 234; 228 235 236; 229 237 235;
230 238 237; 231 239 240; 232 217 241; 233 242 224; 234 230 228; 235 236 221;
236 240 238; 237 234 243; 238 244 245; 239 245 246; 240 246 247; 241 248 249;
242 249 250; 243 250 251; 244 251 252; 245 253 244; 246 254 253; 247 255 254;
248 256 257; 249 258 256; 250 259 258; 251 260 261; 252 260 262; 253 262 263;
254 263 264; 255 264 265; 256 266 267; 257 268 266; 258 269 268; 259 270 271;
260 247 272; 261 273 255; 262 261 259; 263 267 252; 264 271 269; 265 265 274;
266 275 276; 267 276 277; 268 277 278; 269 279 280; 270 280 281; 271 281 282;
272 282 59; 273 283 275; 274 284 283; 275 285 284; 276 286 287; 277 288 286;
278 289 288; 279 290 55; 280 290 291; 281 291 292; 282 292 293; 283 293 294;
284 295 296; 285 297 295; 286 298 297; 287 299 300; 288 278 301; 289 302 285;
290 55 289; 291 296 59; 292 300 298; 293 294 303; 294 304 305; 295 305 306;
296 306 307; 297 308 309; 298 309 310; 299 310 311; 300 311 312; 301 313 304;
302 314 313; 303 315 314; 304 316 317; 305 318 316; 306 319 318; 307 320 321;
308 320 322; 309 322 323; 310 323 324; 311 324 325; 312 326 327; 313 328 326;
314 329 328; 315 330 331; 322 307 338; 323 339 315; 324 321 319; 325 327 312;
326 331 329; 327 325 332; 328 340 341; 329 317 287; 330 287 257; 331 257 226;
332 226 196; 333 196 166; 334 166 135; 335 135 104; 336 104 76; 337 76 14;
338 14 36; 340 76 42; 342 104 120; 344 135 151; 351 317 339; 352 287 302;
353 257 273; 354 226 242; 355 196 212; 356 166 182; 357 316 286; 358 286 256;
359 256 225; 360 225 195; 361 195 165; 362 165 134; 363 134 103; 365 315 285;
366 285 255; 367 255 224; 368 224 194; 369 194 164; 370 164 133; 371 133 102;
372 102 74; 373 74 12; 374 314 284; 375 284 254; 376 254 223; 377 223 193;
378 193 163; 379 163 132; 380 132 101; 381 101 73; 382 73 11; 383 318 288;
384 288 258; 385 258 227; 386 227 197; 387 197 167; 388 167 136; 389 136 105;
390 105 77; 391 77 15; 392 319 289; 393 289 259; 394 259 228; 395 228 198;
396 198 168; 397 168 137; 398 137 106; 399 106 78; 400 78 16; 410 320 290;
411 290 260; 412 260 229; 413 229 199; 414 199 169; 415 169 138; 416 138 107;
417 107 79; 418 79 17; 419 322 291; 420 291 262; 421 262 231; 422 231 201;
423 201 171; 424 171 140; 425 140 109; 426 109 80; 427 80 19; 428 323 292;
429 292 263; 430 263 232; 431 232 202; 432 202 172; 433 172 141; 434 141 110;
435 110 81; 436 81 20; 437 324 293; 438 293 264; 439 264 233; 440 233 203;
441 203 173; 442 173 142; 443 142 111; 444 111 82; 445 82 21; 455 332 303;
456 303 274; 457 274 243; 458 243 213; 459 213 183; 460 183 152; 461 152 121;
462 121 90; 463 90 29; 464 313 283; 465 283 253; 466 253 222; 467 222 192;
468 192 162; 469 162 131; 470 131 100; 471 100 72; 472 72 10; 473 304 275;
474 275 244; 475 244 214; 476 214 184; 477 184 153; 478 153 122; 479 122 91;
480 91 1; 481 305 276; 482 276 245; 483 245 215; 484 215 185; 485 185 154;
486 154 123; 487 123 92; 488 92 65; 489 65 2; 490 306 277; 491 277 246;
492 246 216; 493 216 186; 494 186 155; 495 155 124; 496 124 93; 497 93 66;
498 66 3; 499 307 278; 500 278 247; 501 247 217; 502 217 187; 503 187 156;
504 156 125; 505 125 94; 506 94 67; 507 67 4; 517 35 5; 518 68 5; 519 95 68;
520 126 95; 521 157 126; 522 188 157; 523 218 188; 524 248 218; 525 279 248;
526 308 279; 527 338 308; 528 301 279; 529 272 248; 530 241 218; 531 211 188;
532 181 157; 533 150 126; 534 119 95; 535 89 68; 536 309 280; 537 280 249;
538 249 219; 539 219 189; 540 189 158; 541 158 127; 542 127 96; 543 96 69;
544 69 6; 545 310 281; 546 281 250; 547 250 220; 548 220 190; 549 190 159;
550 159 128; 551 128 97; 552 97 70; 553 70 7; 554 311 282; 555 282 251;
556 251 37; 557 38 160; 558 160 129; 559 129 98; 560 98 71; 561 71 8;
571 327 296; 572 296 267; 573 267 236; 574 236 206; 575 206 176; 576 176 145;
577 145 114; 578 114 84; 579 84 24; 580 326 295; 581 295 266; 582 266 235;
583 235 205; 584 205 175; 585 175 144; 586 144 113; 587 113 83; 588 83 23;
589 328 297; 590 297 268; 591 268 237; 592 237 207; 593 207 177; 594 177 146;
595 146 115; 596 115 85; 597 85 25; 598 329 298; 599 298 269; 600 269 238;
601 238 208; 602 208 178; 603 178 147; 604 147 116; 605 116 86; 606 86 26;
616 330 299; 617 299 270; 618 270 209; 619 209 179; 620 179 148; 621 148 117;
622 117 87; 623 87 27; 630 53 342; 631 53 343; 632 302 344; 633 53 345;
634 294 346; 635 347 39; 636 348 349; 637 350 53; 638 349 351; 639 350 347;
640 349 341; 641 341 352; 642 351 353; 643 353 350; 644 352 347; 645 353 347;
646 353 352; 647 351 352; 648 351 341; 649 40 354; 650 355 64; 651 342 356;
652 357 275; 653 342 40; 654 357 355; 655 356 358; 656 358 359; 657 359 357;
658 354 360; 659 360 355; 660 359 355; 661 359 360; 662 358 360; 663 358 354;
664 356 354; 665 356 40; 666 45 361; 668 345 364; 670 365 362; 671 345 45;
672 361 367; 673 367 362; 674 364 368; 675 368 369; 676 369 365; 677 41 370;
678 371 89; 679 43 372; 680 373 39; 681 47 374; 682 375 39; 683 343 376;
684 377 301; 685 344 378; 686 379 53; 687 346 380; 688 381 53; 689 370 382;
690 382 371; 691 376 383; 692 383 384; 693 384 377; 694 377 371; 695 371 384;
696 384 382; 697 382 383; 698 383 370; 699 370 376; 700 376 41; 701 343 41;
702 374 385; 703 385 375; 704 380 386; 705 386 387; 706 387 381; 707 381 375;
708 375 387; 709 387 385; 710 385 386; 711 386 374; 712 374 380; 713 380 47;
714 346 47; 715 372 388; 716 388 373; 717 378 389; 718 389 390; 719 390 379;
720 379 373; 721 373 390; 722 390 388; 723 388 389; 724 389 372; 725 372 378;
726 378 43; 727 344 43; 728 362 369; 729 369 367; 730 367 368; 731 368 361;
732 361 364; 733 364 45; 950 362 88; 951 365 300; 952 312 59; 953 59 252;
954 252 221; 955 221 191; 956 191 161; 957 161 130; 958 130 99; 959 99 52;
960 52 9; 961 321 55; 962 55 261; 963 261 230; 964 230 200; 965 200 170;
966 170 139; 967 139 108; 968 108 62; 969 62 18; 970 28 88; 971 88 118;
972 118 149; 973 149 180; 974 180 210; 975 210 240; 976 240 271; 977 271 300;
978 300 331; 979 325 294; 980 294 265; 981 265 234; 982 234 204; 983 204 174;
984 174 143; 985 143 112; 986 112 46; 987 46 22; 988 340 348; 989 103 75;
990 75 13;
ELEMENT INCIDENCES SHELL
734 324 293 303 332; 735 293 264 274 303; 736 264 233 243 274;
737 233 203 213 243; 738 203 173 183 213; 739 173 142 152 183;
740 142 111 121 152; 741 111 82 90 121; 742 82 21 29 90; 743 81 20 21 82;
744 110 81 82 111; 745 141 110 111 142; 746 172 141 142 173;
747 202 172 173 203; 748 232 202 203 233; 749 263 232 233 264;
750 292 263 264 293; 751 323 292 293 324; 752 80 19 20 81; 753 109 80 81 110;
754 140 109 110 141; 755 171 140 141 172; 756 201 171 172 202;
757 231 201 202 232; 758 262 231 232 263; 759 291 262 263 292;
760 322 291 292 323; 761 79 17 19 80; 762 107 79 80 109; 763 138 107 109 140;
764 169 138 140 171; 765 199 169 171 201; 766 229 199 201 231;
767 260 229 231 262; 768 290 260 262 291; 769 320 290 291 322; 779 77 15 16 78;
780 105 77 78 106; 781 136 105 106 137; 782 167 136 137 168;
783 197 167 168 198; 784 227 197 198 228; 785 258 227 228 259;
786 288 258 259 289; 787 318 288 289 319; 788 75 13 15 77; 789 103 75 77 105;
790 134 103 105 136; 791 165 134 136 167; 792 195 165 167 197;
793 225 195 197 227; 794 256 225 227 258; 795 286 256 258 288;
796 316 286 288 318; 797 76 14 13 75; 798 104 76 75 103; 799 135 104 103 134;
800 166 135 134 165; 801 196 166 165 195; 802 226 196 195 225;
803 257 226 225 256; 804 287 257 256 286; 805 317 287 286 316; 806 74 12 14 76;
807 102 74 76 104; 808 133 102 104 135; 809 164 133 135 166;
810 194 164 166 196; 811 224 194 196 226; 812 255 224 226 257;
813 285 255 257 287; 814 315 285 287 317; 815 73 11 12 74; 816 101 73 74 102;
817 132 101 102 133; 818 163 132 133 164; 819 193 163 164 194;
820 223 193 194 224; 821 254 223 224 255; 822 284 254 255 285;
823 314 284 285 315; 824 72 10 11 73; 825 100 72 73 101; 826 131 100 101 132;
827 162 131 132 163; 828 192 162 163 193; 829 222 192 193 223;
830 253 222 223 254; 831 283 253 254 284; 832 313 283 284 314; 833 64 1 10 72;
834 91 64 72 100; 835 122 91 100 131; 836 153 122 131 162; 837 184 153 162 192;
838 214 184 192 222; 839 244 214 222 253; 840 275 244 253 283;
841 304 275 283 313; 842 65 2 1 64; 843 92 65 64 91; 844 123 92 91 122;
845 154 123 122 153; 846 185 154 153 184; 847 215 185 184 214;
848 245 215 214 244; 849 276 245 244 275; 850 305 276 275 304; 851 66 3 2 65;
852 93 66 65 92; 853 124 93 92 123; 854 155 124 123 154; 855 186 155 154 185;
856 216 186 185 215; 857 246 216 215 245; 858 277 246 245 276;
859 306 277 276 305; 860 67 4 3 66; 861 94 67 66 93; 862 125 94 93 124;
863 156 125 124 155; 864 187 156 155 186; 865 247 217 216 246;
866 217 187 186 216; 867 278 247 246 277; 868 307 278 277 306; 869 68 5 4 67;
870 95 68 67 94; 871 126 95 94 125; 872 157 126 125 156; 873 188 157 156 187;
874 218 188 187 217; 875 248 218 217 247; 876 279 248 247 278;
877 308 279 278 307; 878 69 6 5 68; 879 96 69 68 95; 880 127 96 95 126;
881 158 127 126 157; 882 189 158 157 188; 883 219 189 188 218;
884 249 219 218 248; 885 280 249 248 279; 886 309 280 279 308; 887 70 7 6 69;
888 97 70 69 96; 889 128 97 96 127; 890 159 128 127 158; 891 190 159 158 189;
892 220 190 189 219; 893 250 220 219 249; 894 281 250 249 280;
895 310 281 280 309; 896 71 8 7 70; 897 98 71 70 97; 898 129 98 97 128;
899 160 129 128 159; 900 38 160 159 190; 901 37 38 190 220; 902 251 37 220 250;
903 282 251 250 281; 904 311 282 281 310; 914 83 23 24 84; 915 113 83 84 114;
916 144 113 114 145; 917 175 144 145 176; 918 205 175 176 206;
919 235 205 206 236; 920 266 235 236 267; 921 295 266 267 296;
922 326 295 296 327; 923 85 25 23 83; 924 115 85 83 113; 925 146 115 113 144;
926 177 146 144 175; 927 207 177 175 205; 928 237 207 205 235;
929 268 237 235 266; 930 297 268 266 295; 931 328 297 295 326;
932 297 328 329 298; 933 268 297 298 269; 934 237 268 269 238;
935 207 237 238 208; 936 177 207 208 178; 937 146 177 178 147;
938 115 146 147 116; 939 85 115 116 86; 940 25 85 86 26; 941 298 329 330 299;
942 269 298 299 270; 943 238 269 270 239; 944 208 238 239 209;
945 178 208 209 179; 946 147 178 179 148; 947 116 147 148 117;
948 86 116 117 87; 949 26 86 87 27; 991 312 59 282 311; 992 59 252 251 282;
993 252 221 37 251; 994 221 191 38 37; 995 191 161 160 38; 996 161 130 129 160;
997 130 99 98 129; 998 99 52 71 98; 999 52 9 8 71; 1000 327 296 59 312;
1001 296 267 252 59; 1002 267 236 221 252; 1003 236 206 191 221;
1004 206 176 161 191; 1005 176 145 130 161; 1006 145 114 99 130;
1007 114 84 52 99; 1008 84 24 9 52; 1009 319 289 55 321; 1010 289 259 261 55;
1011 259 228 230 261; 1012 198 168 170 200; 1013 228 198 200 230;
1014 137 106 108 139; 1015 168 137 139 170; 1016 106 78 62 108;
1017 78 16 18 62; 1018 321 55 290 320; 1019 55 261 260 290;
1020 261 230 229 260; 1021 230 200 199 229; 1022 200 170 169 199;
1023 170 139 138 169; 1024 139 108 107 138; 1025 108 62 79 107;
1026 62 18 17 79;
ELEMENT PROPERTY
734 TO 769 779 TO 904 914 TO 949 991 TO 1026 THICKNESS 0.0045
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+008
POISSON 0.3
DENSITY 76.8191
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
36 TO 45 47 TO 54 59 62 68 328 630 TO 638 641 TO 644 649 TO 652 655 TO 659 -
666 668 672 TO 693 702 TO 706 715 TO 719 950 951 TABLE ST PIP484.0
MEMBER PROPERTY CHINESE
46 TABLE ST PIP203X6.0
MEMBER PROPERTY DUTCH
55 TO 58 60 61 63 TO 67 69 639 640 645 TO 648 653 654 660 TO 665 670 671 694 -
695 TO 701 707 TO 714 720 TO 733 988 TABLE ST PIPBG26.9X2.35
MEMBER PROPERTY DUTCH
1 TO 22 29 TO 35 70 TO 315 322 TO 327 329 TO 338 340 342 344 351 TO 363 365 -
366 TO 400 410 TO 445 455 TO 507 517 TO 561 571 TO 606 616 TO 623 952 TO 987 -
989 990 TABLE ST PS50X6
CONSTANTS
BETA 90 MEMB 1 TO 22 29 TO 34 70 TO 315 322 TO 327 338 340 342 344 -
351 TO 356 473 TO 480 517 527 TO 535
BETA 0 MEMB 410 TO 418 571 TO 579
BETA 30 MEMB 437 TO 445 536 TO 544
BETA 45 MEMB 455 TO 463 518 TO 526 970 TO 987
BETA 15 MEMB 545 TO 553
BETA 20 MEMB 428 TO 436
BETA 13 MEMB 419 TO 427
BETA 60 MEMB 499 TO 507
BETA 85 MEMB 481 TO 489
BETA 65 MEMB 490 TO 498
BETA 10 MEMB 35 554 TO 561
BETA 315 MEMB 329 TO 337 616 TO 623
BETA 330 MEMB 357 TO 363 383 TO 391 598 TO 606 989 990
BETA 300 MEMB 365 TO 373
BETA 295 MEMB 374 TO 382
BETA 357 MEMB 392 TO 400
BETA 275 MEMB 464 TO 472
BETA 358.7 MEMB 961 TO 969
BETA 350 MEMB 580 TO 588
BETA 340 MEMB 589 TO 597
MATERIAL STEEL ALL
SUPPORTS
27 29 87 90 117 121 148 152 179 183 209 213 239 243 270 274 299 303 330 332 -
340 348 PINNED
MEMBER RELEASE
96 292 START MPX 0.99 MPY 0.99
76 83 87 95 272 279 283 291 END MPX 0.99 MPY 0.99
LOAD 1 LOADTYPE Dead  TITLE DL (SELFWEIGHT)
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Live  TITLE CL (24.KN/M3)
ELEMENT LOAD
734 TO 769 779 TO 904 914 TO 949 991 TO 1026 PR 28.8
LOAD COMB 3 1.4 DL + 1.25 CL
1 1.4 2 1.25 
PERFORM ANALYSIS
PARAMETER 1
CODE BS5950
CHECK CODE ALL
FINISH
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