DESING MEMBER TENSION

reynaldo treviño ibarra — Sun, 26 Mar 2017 18:37:33 GMT

I'm trying to design ceiling bracing
Ausigne en staad pro el member
Follow the steps for assigning this command
Change load combinations by repeat load

But still I'm not designing the elements
No acting force appears

In the output file this warning appears
And the error that the same element is failing

What do I have to do to design the elements?

Are round elements and I am using aisc

thankyou

SET NL 15
SET ITERLIM 7
UNIT METER KG
MEMBER TENSION
1563 1565 1569 1571 1575 1579 1583 1589 1593 1597 1601 1605 1609 1613 1619 -
1623 1627 1631 1668 TO 1685 1687 1689 1766 TO 1803 1880 TO 1917 1994 TO 2031 -
2108 TO 2145 2222 TO 2259 2336 TO 2373 2450 TO 2487 2491 2493 2497 2499 2503 -
2507 2511 2515 2532 TO 2539 2556 TO 2563 2580 TO 2587 2604 TO 2611 -
2628 TO 2635 2652 TO 2659 2676 TO 2683 2700 TO 2707 2709 2711 2713 2715 2736 -
2737 TO 2747 2768 TO 2779 2800 TO 2811 2832 TO 2843 2864 TO 2875 2896 TO 2907 -
2928 TO 2939 2941 2943 2945 2947 2952 TO 2955 2960 TO 2963 2968 TO 2971 2976 -
2977 TO 2979 2984 TO 2987 2992 TO 2995 3000 TO 3003 3104 TO 3123
LOAD 1 LOADTYPE Dead TITLE CARGA MUERTA
SELFWEIGHT Y -1
SELFWEIGHT Y -1 LIST 1633 3200
MEMBER LOAD
241 TO 251 253 TO 262 294 419 TO 429 431 TO 440 460 585 TO 595 597 TO 606 -
626 751 TO 761 763 TO 772 792 917 TO 927 929 TO 938 958 1083 TO 1093 1095 -
1096 TO 1104 1124 1249 TO 1259 1261 TO 1270 1290 1415 TO 1425 1427 TO 1436 -
1456 1560 TO 1562 1564 1566 TO 1568 1570 1572 1574 1576 1578 1580 1582 1584 -
1586 1588 1590 1592 1594 1596 1598 1600 1602 1604 1606 1608 1610 1612 1614 -
1616 1618 1620 1622 1624 1626 1628 1630 1632 1634 TO 1667 1686 1688 1690 -
1691 TO 1765 1804 TO 1879 1918 TO 1993 2032 TO 2107 2146 TO 2221 2260 TO 2335 -
2374 TO 2449 2697 2699 2729 2731 2761 2763 2793 2795 2825 2827 2857 2859 -
2889 2891 2921 2923 2940 2942 2944 2946 2948 TO 2951 2956 TO 2959 -
2964 TO 2967 2972 TO 2975 2980 TO 2983 2988 TO 2991 2996 TO 2999 -
3181 TO 3199 3201 TO 3263 UNI GY -24.4
3200 UNI GY -24.4 0 0.500099
1633 UNI GY -24.4 0.5 2.1666
1633 UNI GY -24.4 0 0.5
LOAD 2 LOADTYPE Live TITLE CARGA VIVA
MEMBER LOAD
241 TO 251 253 TO 262 294 419 TO 429 431 TO 440 460 585 TO 595 597 TO 606 -
626 751 TO 761 763 TO 772 792 917 TO 927 929 TO 938 958 1083 TO 1093 1095 -
1096 TO 1104 1124 1249 TO 1259 1261 TO 1270 1290 1415 TO 1425 1427 TO 1436 -
1456 1560 TO 1562 1564 1566 TO 1568 1570 1572 1574 1576 1578 1580 1582 1584 -
1586 1588 1590 1592 1594 1596 1598 1600 1602 1604 1606 1608 1610 1612 1614 -
1616 1618 1620 1622 1624 1626 1628 1630 1632 1634 TO 1667 1686 1688 1690 -
1691 TO 1765 1804 TO 1879 1918 TO 1993 2032 TO 2107 2146 TO 2221 2260 TO 2335 -
2374 TO 2449 2697 2699 2729 2731 2761 2763 2793 2795 2825 2827 2857 2859 -
2889 2891 2921 2923 2940 2942 2944 2946 2948 TO 2951 2956 TO 2959 -
2964 TO 2967 2972 TO 2975 2980 TO 2983 2988 TO 2991 2996 TO 2999 -
3181 TO 3199 3201 TO 3263 UNI GY -122
3200 UNI GY -122 0 0.500099
1633 UNI GY -122 0.5 2.1666
1633 UNI GY -122 0 0.5
LOAD 3 LOADTYPE Wind TITLE VIENTO X-X
MEMBER LOAD
271 274 277 280 283 446 448 450 452 454 612 614 616 618 620 778 780 782 784 -
786 944 946 948 950 952 1110 1112 1114 1116 1118 1276 1278 1280 1282 1284 -
1442 1444 1446 1448 1450 2488 TO 2490 2492 2494 TO 2496 2498 2500 2502 2504 -
2506 2508 2510 2512 2514 2516 TO 2531 2540 TO 2555 2564 TO 2579 2588 TO 2603 -
2612 TO 2627 2636 TO 2651 2660 TO 2675 UNI GX 89.56
294 TO 298 460 TO 464 626 TO 630 792 TO 796 958 TO 962 1124 TO 1128 -
1290 TO 1294 1456 TO 1460 2684 TO 2699 2716 TO 2731 2748 TO 2763 -
2780 TO 2795 2812 TO 2827 2844 TO 2859 2876 TO 2891 2908 TO 2923 3221 3222 -
3241 3246 TO 3260 UNI GX 67.29
1461 1463 1464 1484 1485 3026 UNI GZ 82.51
1522 1524 1525 1534 1535 3018 UNI GZ -82.51
1479 1481 1503 1505 1510 TO 1512 3027 UNI GZ 67.26
1530 1532 1533 1551 1553 1556 TO 1559 3028 UNI GZ -67.26
1502 1504 1506 UNI GZ 16.4
1550 1552 1554 1555 UNI GZ -16.4
241 TO 249 419 TO 427 585 TO 593 751 TO 759 917 TO 925 1083 TO 1091 -
1249 TO 1257 1415 TO 1423 1560 TO 1562 1564 1566 TO 1568 1570 1572 1574 1576 -
1578 1580 1586 1588 1590 1592 1594 1596 1602 1604 1606 1608 1610 1616 1618 -
1620 1622 1624 1626 1690 TO 1702 1705 TO 1710 1713 TO 1717 1720 TO 1725 1804 -
1805 TO 1816 1819 TO 1824 1827 TO 1831 1834 TO 1839 1918 TO 1930 1933 TO 1938 -
1941 TO 1945 1948 TO 1953 2032 TO 2044 2047 TO 2052 2055 TO 2059 -
2062 TO 2067 2146 TO 2158 2161 TO 2166 2169 TO 2173 2176 TO 2181 -
2260 TO 2272 2275 TO 2280 2283 TO 2287 2290 TO 2295 2374 TO 2386 -
2389 TO 2394 2397 TO 2401 2404 TO 2409 2940 2942 2944 2946 2948 TO 2951 2956 -
2957 TO 2959 2964 TO 2967 2972 TO 2975 2980 TO 2983 2988 TO 2991 2996 TO 2999 -
3181 TO 3188 3202 TO 3208 3220 3223 TO 3229 3242 TO 3244 3261 TO 3262 -
3263 UNI GY 74.44
250 251 258 TO 262 428 429 436 TO 440 594 595 602 TO 606 760 761 768 TO 772 -
926 927 934 TO 938 1092 1093 1100 TO 1104 1258 1259 1266 TO 1270 1424 1425 -
1432 TO 1436 1582 1584 1598 1600 1612 1614 1628 1630 1642 TO 1645 -
1649 TO 1653 1656 TO 1659 1663 TO 1667 1686 1688 1703 1704 1711 1712 1718 -
1719 1726 1727 1738 TO 1741 1745 TO 1749 1752 TO 1755 1759 TO 1765 1817 1818 -
1825 1826 1832 1833 1840 1841 1852 TO 1855 1859 TO 1863 1866 TO 1869 1873 -
1874 TO 1879 1931 1932 1939 1940 1946 1947 1954 1955 1966 TO 1969 -
1973 TO 1977 1980 TO 1983 1987 TO 1993 2045 2046 2053 2054 2060 2061 2068 -
2069 2080 TO 2083 2087 TO 2091 2094 TO 2097 2101 TO 2107 2159 2160 2167 2168 -
2174 2175 2182 2183 2194 TO 2197 2201 TO 2205 2208 TO 2211 2215 TO 2221 2273 -
2274 2281 2282 2288 2289 2296 2297 2308 TO 2311 2315 TO 2319 2322 TO 2325 -
2329 TO 2335 2387 2388 2395 2396 2402 2403 2410 2411 2422 TO 2425 -
2429 TO 2433 2436 TO 2439 2443 TO 2449 3189 3190 3195 TO 3199 3209 3210 3215 -
3216 TO 3219 3230 3231 3236 TO 3240 UNI GY 41.35
253 TO 257 431 TO 435 597 TO 601 763 TO 767 929 TO 933 1095 TO 1099 -
1261 TO 1265 1427 TO 1431 1632 1634 TO 1641 1646 TO 1648 1654 1655 -
1660 TO 1662 1728 TO 1737 1742 TO 1744 1750 1751 1756 TO 1758 1842 TO 1851 -
1856 TO 1858 1864 1865 1870 TO 1872 1956 TO 1965 1970 TO 1972 1978 1979 1984 -
1985 TO 1986 2070 TO 2079 2084 TO 2086 2092 2093 2098 TO 2100 2184 TO 2193 -
2198 TO 2200 2206 2207 2212 TO 2214 2298 TO 2307 2312 TO 2314 2320 2321 2326 -
2327 TO 2328 2412 TO 2421 2426 TO 2428 2434 2435 2440 TO 2442 3191 TO 3194 -
3201 3211 TO 3214 3232 TO 3235 3245 UNI GY 16.54
3200 UNI GY 16.54 0 0.500099
1633 UNI GY 16.54 0.5 2.1666
1633 UNI GY 16.54 0 0.5
LOAD 4 LOADTYPE Wind TITLE VIENTO Z-Z
MEMBER LOAD
1522 1524 1525 1530 TO 1535 1550 TO 1559 3018 3028 3037 UNI GZ 40.68
1461 1463 1464 1479 TO 1482 1484 1485 1502 TO 1506 1508 1510 TO 1513 3026 -
3027 3036 UNI GZ 71.19
294 TO 298 460 TO 464 2908 TO 2923 3241 3246 UNI GX 106.8
271 274 277 280 283 446 448 450 452 454 2660 TO 2675 UNI GX -106.8
626 TO 630 2844 2847 2849 2850 2852 2853 2858 2859 2876 TO 2878 2880 TO 2883 -
2886 TO 2891 3247 3248 UNI GX 91.53
612 614 616 618 620 2612 2615 2617 2618 2620 2621 2626 2627 2636 TO 2638 2640 -
2641 TO 2643 2646 TO 2651 UNI GX -91.53
792 TO 796 2812 TO 2827 2845 2848 2851 2856 2857 3249 3250 3254 -
3255 UNI GX 71.19
778 780 782 784 786 2588 TO 2603 2613 2616 2619 2624 2625 UNI GX -71.19
241 TO 251 253 TO 262 294 419 421 TO 429 432 TO 440 460 2260 2298 -
2374 TO 2449 2921 2923 2996 TO 2999 3223 TO 3246 UNI GY 107.29
420 431 585 587 TO 595 598 TO 606 626 2146 2184 2261 TO 2264 2266 -
2275 TO 2297 2299 TO 2302 2304 2312 TO 2334 2889 2891 2988 2990 2991 3247 -
3248 UNI GY 74.17
586 597 751 753 TO 761 764 TO 772 792 2032 2033 2035 2037 2039 TO 2054 2070 -
2071 2073 2075 2077 TO 2091 2107 2147 TO 2150 2152 2161 TO 2183 2185 TO 2188 -
2190 2198 TO 2220 2827 2857 2859 2973 2974 2980 2982 2983 3249 3250 -
3254 UNI GY 57.63
752 763 917 TO 927 929 TO 938 958 1083 TO 1093 1095 TO 1104 1124 1249 TO 1259 -
1261 TO 1270 1290 1415 TO 1425 1427 TO 1436 1456 1560 TO 1562 1564 -
1566 TO 1568 1570 1572 1574 1576 1578 1580 1582 1584 1586 1588 1590 1592 -
1594 1596 1598 1600 1602 1604 1606 1608 1610 1612 1614 1616 1618 1620 1622 -
1624 1626 1628 1630 1632 1634 TO 1667 1686 1688 1690 TO 1765 1804 TO 1879 -
1918 TO 1993 2034 2062 TO 2069 2072 2098 TO 2105 2697 2699 2729 2731 2761 -
2763 2793 2795 2825 2940 2942 2944 2946 2948 TO 2951 2956 TO 2959 -
2964 TO 2967 2975 3181 TO 3199 3201 TO 3222 3251 TO 3253 3255 TO 3262 -
3263 UNI GY 49.36
3200 UNI GY 49.36 0 0.500099
1633 UNI GY 49.36 0.5 2.1666
1633 UNI GY 49.36 0 0.5
958 TO 962 1124 TO 1128 1290 TO 1294 1456 TO 1460 2684 TO 2699 2716 TO 2731 -
2748 TO 2763 2780 TO 2795 3221 3222 3251 TO 3253 3256 TO 3260 UNI GX 20.34
944 946 948 950 952 1110 1112 1114 1116 1118 1276 1278 1280 1282 1284 1442 -
1444 1446 1448 1450 2488 TO 2490 2492 2494 TO 2496 2498 2500 2502 2504 2506 -
2508 2510 2512 2514 2516 TO 2531 2540 TO 2555 2564 TO 2579 UNI GX -20.34
LOAD 5 LOADTYPE Dead TITLE TRABE CARRIL
JOINT LOAD
1696 1706 1715 FY -17500
1694 1696 1699 1706 1714 1715 1721 1722 FX 700
1693 1696 1706 1715 1726 FZ 2600
PERFORM ANALYSIS
CHANGE
LOAD 6 1.4D
REPEAT LOAD
1 1.4 5 1.4
LOAD 7 1.2D+1.6L
REPEAT LOAD
1 1.4 2 1.6 5 1.4
LOAD 8 1.2D+WX-X+L
REPEAT LOAD
1 1.2 3 1.0 2 1.0 5 1.2
LOAD 9 1.2D+WZ-Z+L
REPEAT LOAD
1 1.2 2 1.0 4 1.0 5 1.2
LOAD 10 0.9D+WX-X
REPEAT LOAD
1 0.9 3 1.0 5 0.9
LOAD 11 0.9D+WZ-Z
REPEAT LOAD
1 0.9 4 1.0 5 0.9
PERFORM ANALYSIS
CHANGE

reinforcement of concrete element

reynaldo treviño ibarra — Thu, 12 Nov 2015 16:54:26 GMT

hello.

the staad asing the reinforcemen steel with the charge combination most automatic critic?

or how can i do to asing the charge combination most critic? since you are giving me the reinforcemen steel in some columns with load 1 and load 1 is just the own weight of the structure and 50 kg/m2 on floor.

i think that is not correct or yes

thanks

staad foundation

reynaldo treviño ibarra — Fri, 27 Nov 2015 18:50:52 GMT

does staad foundarion consider the load of the natural soil at the foundation?

thanks

check beam plate connectivity

reynaldo treviño ibarra — Sun, 18 Oct 2015 00:02:15 GMT

hello

if the program tells me that my member is not connected with the element there a way to tell that considered as a single structure or have to erase and find ways to draw again?

thanks

reynaldo treviño ibarra's Communities Activities

DESING MEMBER TENSION

reinforcement of concrete element

staad foundation

check beam plate connectivity