Load Edit Cursor in STAAD.pro connect edition -Version 21.03.00.146 , when it will be available back?

Hello,

I am not able to find help for scripts for RAM . I would like to open and create a model in RAM using python or C++ .

Please direct me to the appropriate forum or link .

Thanks  

Hi,

How to we get the local deflection for node like the one we are getting for global deflection using " objOpenSTAAD.Output.GetNodeDisplacements(Selnode, LC, DisplacementAyyay) "

Thanks.

Can we transfer Step file in to the staad?

And If yes then Please explain how ?

My question is :

Can I consider Mater-Slave Diphram instead of Floor Diphrams for floors when analyzing seismic with a dynamic response spectrum? 

This is regarding a structural design for a walkway canopy. I am using V8i SS6 and BS5990 and BS5990 Part 5 for design. The loading is very less, but the columns show exceptionally high ratios (near 5000). 

This increase in ratio is only when I use PIPE section. 

However, another strange thing is, when I use the Universal Column sections, the ratio becomes zero. 

Kindly help me through this and please feel free to correct me regarding my input. 

(Please find the input file attached)

communities.bentley.com/.../5722.STAAD.txt

Hi, I am getting this error. I tried all aproaches mentioned in the other similar questions, but it does not work. 

Hi all,

I want to instantiate object in order to get access any of the internal graphical functions within STAAD Pro. Can someone help me how to work STAAD Pro using Python ? 

What is the unit for epsilon 50 value? is it in %percent?

I am new to RCDC and currently I am trying to design a Heat Exchanger Foundation using RCDC.

However, i model the whole thing structure using Plate element so I have no column. And when I try to design the foundation after running the analysis in Staad Pro,

As Per shown below. I also attached herewith my Staad Pro model.

communities.bentley.com/.../20200828-HP-Flare-KO-Drum-_2800_Rev-02_2900_.std

I should further explained that I wanted to design the support as a Concrete wall sitting on a pad footing. Is there any one that can help me out on this? 

I m using RCDC connect edition V 09.02.00.32 and my Staad Pro Connect Edition 22.04.00.40.

What do I need to do to resolve this error so I van use the RAM elements programme ?

Hi, I am looking for a download link for version 11.00 which was released in September 2019 and version 11.00.03 which was released in December 2019. Thank you very much.

Hi I am using the latest Ver9.3.0.14 Staad Foundation advanced.

while designing mat Footing the Reinforcement zoning is not displaying and hence reinforcement details are not shown.

It says problem with min and max reinforcement spacing stipulation. But for any combination of values it is not working.

I am attaching a working file for understanding.

Pls help.

Vijayarathnam

JOINT COORDINATES
917 6.98314 -0.0174341 55.8281; 1123 2.97398 0 38.8281; 1125 2.97398 0 42.2281;
1127 2.97398 0 45.6281; 1129 2.97398 0 49.0281; 1131 2.97398 0 52.4281;
1133 2.97398 0 55.8281; 1332 4.34 0.926254 38.8281;
1333 5.62009 1.15199 38.8281; 1374 2.08963 0.52942 55.828;
1375 7.87 1.55 55.828; 1428 2.23728 0.555509 37.6701;
1429 3.51753 0.781254 37.6701; 1430 4.33984 0.926254 37.6701;
1431 5.62009 1.15199 37.6701; 1432 6.44248 1.297 37.6701;
1433 7.72282 1.52276 37.6701; 1478 5.62009 1.15199 42.2281;
1481 4.33984 0.926254 42.2281; 1498 4.33984 0.926254 55.8281;
1507 4.33984 0.926254 49.0281; 1510 5.62009 1.15199 49.0281;
1511 4.33984 0.926254 52.4281; 1518 5.62009 1.15199 55.8281;
1524 5.62009 1.15199 52.4281; 1535 5.62009 1.15199 50.7281;
1536 4.33984 0.926254 50.7281; 1545 4.33984 0.926254 54.1281;
1546 5.62009 1.15199 54.1281; 1559 5.62009 1.15199 40.5281;
1560 4.33984 0.926254 47.3276; 1564 4.33984 0.926254 40.5281;
1567 5.62009 1.15199 47.3276; 1571 2.23728 0.555509 56.9851;
1572 3.51753 0.781254 56.9851; 1573 4.33984 0.926254 56.9851;
1574 5.62009 1.15199 56.9851; 1575 6.44248 1.297 56.9851;
1576 7.72282 1.52276 56.9851; 1577 5.62009 1.15199 45.6281;
1579 4.33984 0.926254 45.6281; 1586 5.62009 1.15199 43.9281;
1588 4.33984 0.926254 43.9281; 1591 7.72282 1.52277 55.8281;
1592 6.44248 1.297 55.8281; 1593 7.72282 1.52277 42.2281;
1594 6.44248 1.297 49.0281; 1595 7.72282 1.52277 49.0281;
1596 6.44248 1.297 42.2281; 1597 7.72282 1.52277 52.4281;
1598 7.72282 1.52276 54.1281; 1599 6.44248 1.297 54.1281;
1600 6.44248 1.297 47.3276; 1601 6.44248 1.297 40.5281;
1602 6.44248 1.297 52.4281; 1603 7.72282 1.52276 50.7281;
1604 7.72282 1.52277 45.6281; 1605 7.72282 1.52276 47.3276;
1606 6.44248 1.297 50.7281; 1607 6.44248 1.297 45.6281;
1608 7.72282 1.52276 43.9281; 1609 7.72282 1.52276 40.5281;
1610 6.44248 1.297 43.9281; 1611 6.44248 1.297 38.8281;
1612 7.72282 1.52277 38.8281; 1614 2.23728 0.55551 55.8281;
1615 3.51753 0.781254 42.2281; 1616 2.23728 0.55551 52.4281;
1617 2.23728 0.55551 42.2281; 1618 3.51753 0.781254 55.8281;
1619 2.23728 0.55551 49.0281; 1620 3.51753 0.781254 54.1281;
1621 2.23728 0.555509 50.7281; 1622 2.23728 0.555509 47.3276;
1623 3.51753 0.781254 47.3276; 1624 3.51753 0.781254 52.4281;
1625 2.23728 0.555509 54.1281; 1626 3.51753 0.781254 40.5281;
1627 2.23728 0.555509 40.5281; 1628 3.51753 0.781254 49.0281;
1629 3.51753 0.781254 50.7281; 1630 3.51753 0.781254 45.6281;
1631 3.51753 0.781254 43.9281; 1632 2.23728 0.55551 45.6281;
1633 2.23728 0.555509 43.9281; 1634 3.51753 0.781254 38.8281;
1635 2.23728 0.55551 38.8281; 1636 7.87 1.55 52.428; 1637 7.87 1.55 49.028;
1638 7.87 1.55 45.628; 1639 7.87 1.55 42.228; 1640 7.87 1.55 38.828;
1641 2.08963 0.52942 52.428; 1642 2.08963 0.52942 49.028;
1643 2.08963 0.52942 45.628; 1644 2.08963 0.52942 42.228;
1645 2.08963 0.52942 38.828; 1741 6.98314 0.468754 55.8281;
1742 6.98314 1.39234 55.8281; 1743 6.98314 -0.0174341 52.4281;
1745 6.98314 0.468754 52.4281; 1746 6.98314 1.39234 52.4281;
1747 6.98314 -0.0174341 49.0281; 1749 6.98314 0.468754 49.0281;
1750 6.98314 1.39234 49.0281; 1751 6.98314 -0.0174341 45.6281;
1753 6.98314 0.468754 45.6281; 1754 6.98314 1.39234 45.6281;
1755 6.98314 -0.0174341 42.2281; 1757 6.98314 0.468754 42.2281;
1758 6.98314 1.39234 42.2281; 1759 6.98314 -0.0174341 38.8281;
1761 6.98314 0.468754 38.8281; 1762 6.98314 1.39234 38.8281;
1769 2.97398 0.685411 52.4281; 1770 2.97398 0.685411 55.8281;
1771 2.97398 0.685411 38.8281; 1772 2.97398 0.685411 42.2281;
1773 2.97398 0.685411 45.6281; 1774 2.97398 0.685411 49.0281;
1781 5.12179 1.06413 55.8281; 1782 5.12179 1.06413 52.4281;
1783 5.12179 1.06413 49.0281; 1784 5.12179 1.06413 45.6281;
1785 5.12179 1.06413 42.2281; 1786 5.12179 1.06412 38.8281;
MEMBER INCIDENCES
1243 917 1741; 1550 1123 1771; 1551 1125 1772; 1552 1127 1773; 1553 1129 1774;
1554 1131 1769; 1555 1133 1770; 1884 1571 1614; 1885 1572 1618; 1886 1573 1498;
1887 1574 1518; 1888 1575 1592; 1889 1576 1591; 1890 1627 1635; 1892 1622 1632;
1893 1621 1619; 1894 1625 1616; 1896 1623 1630; 1897 1629 1628; 1898 1620 1624;
1899 1564 1332; 1901 1560 1579; 1902 1536 1507; 1903 1545 1511; 1904 1559 1333;
1906 1567 1577; 1907 1535 1510; 1908 1546 1524; 1909 1601 1611; 1911 1600 1607;
1912 1606 1594; 1913 1599 1602; 1914 1609 1612; 1916 1605 1604; 1917 1603 1595;
1918 1598 1597; 1926 1618 1498; 1927 1518 1592; 1928 1518 1781; 1931 1614 1770;
1933 1624 1511; 1934 1524 1602; 1935 1524 1782; 1938 1616 1769; 1940 1628 1507;
1941 1510 1594; 1942 1510 1783; 1945 1619 1774; 1947 1630 1579; 1948 1577 1607;
1949 1577 1784; 1952 1632 1773; 1954 1615 1481; 1955 1478 1596; 1956 1478 1785;
1959 1617 1772; 1961 1634 1332; 1962 1333 1611; 1963 1333 1786; 1966 1635 1771;
1992 1625 1620; 1993 1599 1546; 1995 1545 1546; 1996 1545 1620; 2003 1621 1629;
2004 1606 1535; 2006 1536 1535; 2007 1536 1629; 2014 1622 1623; 2015 1600 1567;
2017 1560 1567; 2018 1560 1623; 2025 1633 1631; 2026 1610 1586; 2028 1588 1586;
2029 1588 1631; 2036 1627 1626; 2037 1601 1559; 2039 1564 1559; 2040 1564 1626;
2048 1635 1428; 2049 1634 1429; 2050 1332 1430; 2051 1333 1431; 2052 1611 1432;
2053 1612 1433; 2179 1577 1586; 2180 1607 1610; 2181 1579 1588; 2182 1632 1633;
2183 1630 1631; 2184 1604 1608; 2186 1617 1627; 2187 1481 1564; 2188 1478 1559;
2189 1596 1601; 2190 1593 1609; 2192 1633 1617; 2193 1588 1481; 2194 1586 1478;
2195 1610 1596; 2196 1608 1593; 2198 1619 1622; 2199 1628 1623; 2200 1507 1560;
2201 1510 1567; 2202 1594 1600; 2203 1595 1605; 2204 1616 1621; 2205 1624 1629;
2206 1511 1536; 2207 1524 1535; 2208 1602 1606; 2209 1597 1603; 2216 1631 1615;
2217 1615 1626; 2218 1626 1634; 2222 1591 1375; 2229 1599 1598; 2230 1600 1605;
2231 1601 1609; 2234 1606 1603; 2236 1610 1608; 2240 1614 1374; 2256 1597 1636;
2257 1595 1637; 2258 1604 1638; 2259 1593 1639; 2260 1612 1640; 2261 1616 1641;
2262 1619 1642; 2263 1632 1643; 2264 1617 1644; 2265 1635 1645; 2268 1592 1742;
2269 1602 1746; 2270 1594 1750; 2271 1607 1754; 2272 1596 1758; 2273 1611 1762;
2274 1591 1742; 2281 1741 1742; 2310 1498 1545; 2311 1518 1546; 2312 1591 1598;
2313 1592 1599; 2314 1614 1625; 2315 1618 1620; 2329 1746 1597; 2330 1743 1745;
2331 1745 1746; 2334 1750 1595; 2335 1747 1749; 2336 1749 1750; 2339 1754 1604;
2340 1751 1753; 2341 1753 1754; 2344 1758 1593; 2345 1755 1757; 2346 1757 1758;
2349 1762 1612; 2350 1759 1761; 2351 1761 1762; 2355 1770 1618; 2356 1769 1624;
2361 1774 1628; 2362 1773 1630; 2363 1772 1615; 2364 1771 1634; 2365 1741 1781;
2366 1745 1782; 2367 1749 1783; 2368 1753 1784; 2369 1757 1785; 2370 1761 1786;
2371 1781 1498; 2372 1782 1511; 2373 1783 1507; 2374 1784 1579; 2375 1785 1481;
2376 1786 1332;
START GROUP DEFINITION
MEMBER
_RAFTER 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 1947 TO 1949 -
1952 1954 TO 1956 1959 1961 TO 1963 1966 2222 2240 2256 TO 2265 2268 TO 2274 -
2329 2334 2339 2344 2349 2355 2356 2361 TO 2364
END GROUP DEFINITION
START USER TABLE
TABLE 1
UNIT METER KN
GENERAL
100CS50X15X1.6
0.00035776 0.1 0.0016 0.05 0.0016 5.83481e-007 1.28658e-007 2.9035e-010 -
1.16696e-005 3.94946e-006 0.000113261 0.000120138 1.34082e-005 6.12095e-006 -
2.77268e-010 0.1
PROFILE_POINTS
-0.017424 -0.05 0.032576 -0.05 0.032576 -0.035 0.030976 -0.035 0.030976 -0.0484 -0.015824 -0.0484 -0.015824 0.0484 0.030976 0.0484 0.030976 0.035 0.032576 0.035 0.032576 0.05 -0.017424 0.05 -0.017424 -0.05
PROFILE_POINTS
-0.012984 -0.056939 0.027016 -0.056939 0.027016 -0.036939 0.025416 -0.036939 0.025416 -0.055339 -0.011384 -0.055339 -0.011384 0.021461 0.025416 0.021461
PROFILE_POINTS
0 0
PROFILE_POINTS
0 0
TABLE 2
UNIT METER KN
GENERAL
80CS40X20X1.6
0.00030976 0.08 0.0016 0.04 0.0016 3.0898e-007 7.92349e-008 2.51435e-010 -
7.7245e-006 3.30601e-006 9.03381e-005 8.83852e-005 9.09619e-006 4.56627e-006 -
1.50669e-010 0.08
PROFILE_POINTS
-0.016033 -0.04 0.0239669 -0.04 0.0239669 -0.02 0.022367 -0.02 0.022367 -0.0384 -0.014433 -0.0384 -0.014433 0.0384 0.022367 0.0384 0.022367 0.02 0.0239669 0.02 0.0239669 0.04 -0.016033 0.04 -0.016033 -0.04
TABLE 3
UNIT METER KN
GENERAL
100HU
0.000278949 0.099999 0.0009 0.122486 0.0009 3.71868e-007 2.59377e-007 -
7.17133e-011 6.80384e-006 4.23522e-006 2.83839e-005 0.000155606 9.13626e-006 -
7.75219e-006 2.24598e-010 0.099999
PROFILE_POINTS
-0.050374 -0.04535 -0.029187 -0.04535 -0.019187 0.05375 0.019185 0.05375 0.029185 -0.04535 0.050372 -0.04535 0.061242 -0.03448 0.060606 -0.033844 0.049999 -0.04445 0.029999 -0.04445 0.019999 0.054649 -0.020001 0.054649 -0.030001 -0.04445 -0.050001 -0.04445 -0.060608 -0.033844 -0.061244 -0.03448 -0.050374 -0.04535
TABLE 4
UNIT METER KN
GENERAL
90HU40X25X12X.9
0.000271381 0.09 0.0009 0.15868 0.0009 2.99623e-007 4.71239e-007 8.36943e-011 -
6.04289e-006 5.93933e-006 0.000138502 5.52729e-005 1.01309e-005 8.08165e-006 -
1.79609e-010 0.09
PROFILE_POINTS
-0.070852 -0.040417 -0.045852 -0.040417 -0.019302 0.048683 0.019298 0.048683 0.045858 -0.040417 0.070858 -0.040417 0.079338 -0.031927 0.078708 -0.031297 0.070478 -0.039517 0.046548 -0.039517 0.019988 0.049583 -0.019992 0.049583 -0.046542 -0.039517 -0.070482 -0.039517 -0.078702 -0.031297 -0.079342 -0.031927 -0.070852 -0.040417
TABLE 5
UNIT METER KN
GENERAL
120CS60X20X2.5
0.000674999 0.12 0.0025 0.06 0.0025 1.56266e-006 3.51174e-007 1.80919e-009 -
2.60443e-005 9.11703e-006 0.000223847 0.000214857 3.01562e-005 1.32812e-005 -
1.15628e-009 0.12
PROFILE_POINTS
-0.0214815 -0.06 0.0385185 -0.06 0.0385185 -0.04 0.0360185 -0.04 0.0360185 -0.0575 -0.0189815 -0.0575 -0.0189815 0.0575 0.0360185 0.0575 0.0360185 0.04 0.0385185 0.04 0.0385185 0.06 -0.0214815 0.06 -0.0214815 -0.06
TABLE 6
UNIT METER KN
CHANNEL
30CU20X0.9
6.138e-005 0.03 0.0009 0.02 0.0009 9.30565e-009 2.55932e-009 1.65726e-011 -
0.00605117 2.7e-005 2.4e-005
END
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
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.6158
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY COLDFORMED INDIAN
2365 TO 2370 TABLE ST 50LU50X3.15
MEMBER PROPERTY COLDFORMED INDIAN
1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 1947 TO 1949 1952 1954 -
1955 TO 1956 1959 1961 TO 1963 1966 2222 2240 2256 TO 2265 2268 TO 2274 2329 -
2334 2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376 TABLE ST 100CS50X2
MEMBER PROPERTY COLDFORMED INDIAN
1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 TO 1909 1911 TO 1914 -
1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 2192 TO 2196 -
2198 TO 2209 2216 TO 2218 2310 TO 2315 UPTABLE 4 90HU40X25X12X.9
MEMBER PROPERTY COLDFORMED INDIAN
1243 1550 TO 1555 2281 2330 2331 2335 2336 2340 2341 2345 2346 2350 -
2351 TABLE ST 120CS60X2.5
MEMBER PROPERTY COLDFORMED INDIAN
1992 1993 1995 1996 2003 2004 2006 2007 2014 2015 2017 2018 2025 2026 2028 -
2029 2036 2037 2039 2040 2229 TO 2231 2234 2236 TABLE ST 25CU25X0.9
CONSTANTS
BETA 350 MEMB 1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 -
1906 TO 1909 1911 TO 1914 1916 TO 1918 2048 TO 2053 2179 TO 2184 -
2186 TO 2190 2192 TO 2196 2198 TO 2209 2310 TO 2315
BETA 90 MEMB 1992 1993 1995 1996 2003 2004 2006 2007 2014 2015 2017 2018 2025 -
2026 2028 2029 2036 2037 2039 2040 2229 TO 2231 2234 2236
BETA 180 MEMB 1926 1927 1931 1933 1934 1938 1940 1941 1945 1947 1948 1952 -
1954 1955 1959 1961 1962 1966 2222 2256 TO 2260 2268 TO 2274 2329 2334 2339 -
2344 2349 2355 2356 2361 TO 2364
MATERIAL STEEL ALL
SUPPORTS
917 1123 1125 1127 1129 1131 1133 1743 1747 1751 1755 1759 FIXED
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 1.19 1.19 HEIG 0 7
EXP 1 JOINT 917 1123 1125 1127 1129 1131 1133 1332 1333 1374 1375 -
1428 TO 1433 1478 1481 1498 1507 1510 1511 1518 1524 1535 1536 1545 1546 -
1559 1560 1564 1567 1571 TO 1577 1579 1586 1588 1591 TO 1612 1614 TO 1645 -
1741 TO 1743 1745 TO 1747 1749 TO 1751 1753 TO 1755 1757 TO 1759 1761 1762 -
1769 TO 1774 1781 TO 1786
DEFINE 1893 LOAD
ZONE 0.1 RF 5 I 1.5 SS 3 ST 2 DM 0.05 PX 0.5 PZ 0.5 DT 2
JOINT WEIGHT
917 1743 1747 1751 1755 1759 WEIGHT 0.008
1123 WEIGHT 0.013
1125 WEIGHT 0.013
1127 WEIGHT 0.013
1129 WEIGHT 0.013
1131 WEIGHT 0.013
1133 WEIGHT 0.013
SELFWEIGHT 1
LOAD 1 EQX
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 EQZ
1893 LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 TO 1909 1911 TO 1914 -
1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 2192 TO 2196 -
2198 TO 2209 2216 TO 2218 2310 TO 2315 UNI GY -0.11
LOAD 4 LOADTYPE Wind TITLE WL BEHIND
MEMBER LOAD
1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 TO 1909 1911 TO 1914 -
1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 2192 TO 2196 -
2198 TO 2209 2216 TO 2218 2310 TO 2315 UNI Y 1.21
LOAD 5 LOADTYPE Wind TITLE WL FRONT
MEMBER LOAD
1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 TO 1909 1911 TO 1914 -
1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 2192 TO 2196 -
2198 TO 2209 2216 TO 2218 2310 TO 2315 UNI Y -0.54
LOAD 6 LOADTYPE Wind TITLE WL +X
WIND LOAD X 1.9 TYPE 1 XR 2.09 8 YR 0 2 ZR 28.21 58.59 OPEN
LOAD 7 LOADTYPE Wind TITLE WL -X
WIND LOAD -X -1.9 TYPE 1 XR 0 7.87 YR 0 3 ZR 28.21 58.59 OPEN
LOAD 8 LOADTYPE Wind TITLE WL +Z
WIND LOAD Z 1.6 TYPE 1 XR 2.09 7.87 YR 0 1.93567 ZR 38.2 58 OPEN
LOAD 9 LOADTYPE Wind TITLE WL -Z
WIND LOAD -Z -1.6 TYPE 1 XR 2.09 7.87 YR 0 3 ZR 0 57.4 OPEN
LOAD COMB 10 IMPACT UPLIFT
1 1.0 2 1.0
LOAD COMB 11 IMPACT DOWNLIFT
1 1.0 3 1.0
LOAD COMB 12 UPLIFT+X
4 1.0 8 1.0
LOAD COMB 13 UPLIFT-X
5 1.0 8 1.0
LOAD COMB 14 DOWN+X
4 1.0 9 1.0
LOAD COMB 15 DOWN-X
5 1.0 9 1.0
LOAD COMB 16 UPLIFT+Z
6 1.0 8 1.0
LOAD COMB 17 UPLIFT-Z
7 1.0 8 1.0
LOAD COMB 18 DOWNLIFT+Z
6 1.0 9 1.0
LOAD COMB 19 DOWNLIFT-Z
7 1.0 9 1.0
PERFORM ANALYSIS
CHANGE
****************
PARAMETER 1
CODE INDIAN
BEAM 1 MEMB 1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 TO 1909 -
1911 TO 1914 1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 -
2192 TO 2196 2198 TO 2209 2216 TO 2218 2310 TO 2315
FYLD 550000 MEMB 1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 -
1907 TO 1909 1911 TO 1914 1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 -
2192 TO 2196 2198 TO 2209 2216 TO 2218 2310 TO 2315
RATIO 1 MEMB 1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 TO 1909 -
1911 TO 1914 1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 -
2192 TO 2196 2198 TO 2209 2216 TO 2218 2310 TO 2315
TRACK 2 MEMB 1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 1906 TO 1909 -
1911 TO 1914 1916 TO 1918 2048 TO 2053 2179 TO 2184 2186 TO 2190 -
2192 TO 2196 2198 TO 2209 2216 TO 2218 2310 TO 2315
CHECK CODE MEMB 1884 TO 1890 1892 TO 1894 1896 TO 1899 1901 TO 1904 -
1906 TO 1909 1911 TO 1914 1916 TO 1918 2048 TO 2053 2179 TO 2184 -
2186 TO 2190 2192 TO 2196 2198 TO 2209 2216 TO 2218 2310 TO 2315
PARAMETER 2
CODE IS801
BEAM 1 MEMB 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 -
1947 TO 1949 1952 1954 TO 1956 1959 1961 TO 1963 1966 1992 1993 1995 1996 -
2003 2004 2006 2007 2014 2015 2017 2018 2025 2026 2028 2029 2036 2037 2039 -
2040 2222 2229 TO 2231 2234 2236 2240 2256 TO 2265 2268 TO 2274 2329 2334 -
2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376
FYLD 350000 MEMB 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 1947 -
1948 TO 1949 1952 1954 TO 1956 1959 1961 TO 1963 1966 2222 2240 2256 TO 2265 -
2268 TO 2274 2329 2334 2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376
FYLD 550000 MEMB 1992 1993 1995 1996 2003 2004 2006 2007 2014 2015 2017 2018 -
2025 2026 2028 2029 2036 2037 2039 2040 2229 TO 2231 2234 2236
LY 1.3 MEMB 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 -
1947 TO 1949 1952 1954 TO 1956 1959 1961 TO 1963 1966 1992 1993 1995 1996 -
2003 2004 2006 2007 2014 2015 2017 2018 2025 2026 2028 2029 2036 2037 2039 -
2040 2222 2229 TO 2231 2234 2236 2240 2256 TO 2265 2268 TO 2274 2329 2334 -
2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376
LZ 5.87 MEMB 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 -
1947 TO 1949 1952 1954 TO 1956 1959 1961 TO 1963 1966 1992 1993 1995 1996 -
2003 2004 2006 2007 2014 2015 2017 2018 2025 2026 2028 2029 2036 2037 2039 -
2040 2222 2229 TO 2231 2234 2236 2240 2256 TO 2265 2268 TO 2274 2329 2334 -
2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376
RATIO 1 MEMB 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 -
1947 TO 1949 1952 1954 TO 1956 1959 1961 TO 1963 1966 1992 1993 1995 1996 -
2003 2004 2006 2007 2014 2015 2017 2018 2025 2026 2028 2029 2036 2037 2039 -
2040 2222 2229 TO 2231 2234 2236 2240 2256 TO 2265 2268 TO 2274 2329 2334 -
2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376
TRACK 2 MEMB 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 -
1947 TO 1949 1952 1954 TO 1956 1959 1961 TO 1963 1966 1992 1993 1995 1996 -
2003 2004 2006 2007 2014 2015 2017 2018 2025 2026 2028 2029 2036 2037 2039 -
2040 2222 2229 TO 2231 2234 2236 2240 2256 TO 2265 2268 TO 2274 2329 2334 -
2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376
CHECK CODE MEMB 1926 TO 1928 1931 1933 TO 1935 1938 1940 TO 1942 1945 1947 -
1948 TO 1949 1952 1954 TO 1956 1959 1961 TO 1963 1966 1992 1993 1995 1996 -
2003 2004 2006 2007 2014 2015 2017 2018 2025 2026 2028 2029 2036 2037 2039 -
2040 2222 2229 TO 2231 2234 2236 2240 2256 TO 2265 2268 TO 2274 2329 2334 -
2339 2344 2349 2355 2356 2361 TO 2364 2371 TO 2376
PARAMETER 3
CODE IS801
FYLD 350000 MEMB 1243 1550 TO 1555 2281 2330 2331 2335 2336 2340 2341 2345 -
2346 2350 2351 2365 TO 2370
RATIO 1 MEMB 1243 1550 TO 1555 2281 2330 2331 2335 2336 2340 2341 2345 2346 -
2350 2351 2365 TO 2370
TRACK 2 MEMB 1243 1550 TO 1555 2281 2330 2331 2335 2336 2340 2341 2345 2346 -
2350 2351 2365 TO 2370
CHECK CODE MEMB 1243 1550 TO 1555 2281 2330 2331 2335 2336 2340 2341 2345 -
2346 2350 2351 2365 TO 2370
PARAMETER 4
CODE INDIAN
STEEL MEMBER TAKE OFF LIST ALL
PARAMETER 5
CODE INDIAN
STEEL TAKE OFF LIST ALL
PERFORM ANALYSIS
CHANGE
****************
FINISH

Is there a maximum file size limitation to RAM that's not published anywhere?  I've tried looking but can't seem to find anything definitive.  Twice, now, I've saved a large .rss file.  The file seemed to save fine, and then when I later went to open it up I get the warning below.  I definitely have plenty of space on my hard drive, and I'm working directly off my desktop, so I must believe it's a limitation of the program.

The first time this happened the file size was just shy of 5 GB.  This file is around 5.5 GB.  It's pretty frustrating to have to revert to a backup file for no apparent reason, when all I was trying to do is save some analysis results so I could come back to them later...

My question is:

Can I provide an Orthogonal Load combination for the response spectrum or not? 

I considered  as attached file and comes w/ the below error 

communities.bentley.com/.../5875.RAMP_2D00_1-_2800_DYN1_29002D00_ASCE7_2D00_16_2D00_IBC2018_2D00_I_3D00_1.25_2D00_Eh_2B00_ACC_2D00_S.std

My Question Is: 

VIDEO 1, Generating Seismic Loads in STAAD.Pro using the Equivalent Lateral Force Procedure>> Showing ACC for seismic load case 1 showing ACC=1.0

Although 

VIDEO 2,  Generating Seismic Loads in STAAD.Pro using the Modal Response Spectrum Procedure>> Showing ACC for seismic load case 1 showing ACC=0.05

which one is correct? 

Hi all,

i wanted to design a structure that needs cildformed section but its dimensionsare slight changed what we  have avilable in section database of cold formed section(INdia).

For Example, i want to design my column section with 120CS40X2 with 10mm lip. Then what would be the value of R, Iz and Iy. kindly clear the doubts.

Greetings,

I am trying to design some Cold Formed beam members in a canopy, but when I run the model I get the following message for ALL cold formed members:

ERROR # 16 ~ MEMBER-    83 DESIGN FOR SECTION SHAPE  IS NOT SUPPORTED.

I am currently using a 9CS3x135 member from the section database. Is there a list available of the sections I can use from the Database that are supported by the AISI 2016 code?

Why are the members available at the Section Database if they are not supported for design?

The 1996 code has been removed from Staad.Pro so I cannot use that either. Any guidance would be greatly appreciated!

Can you explain what goes into the difference between the different "Context" options in plot settings? The Concept Manual (V8) describes that Context options are affected by patterned loading, but a model with no patterned loading will have differences between standard, max M/V/A, and min M/V/A contexts. My load combinations have load factors and alternative envelope factors. However, I understand alternative envelope factors to be distinct from load patterns and load pattern factors. Do the max and min context options include effects from alternative load factors or not?