- AISC 14TH EDITION TABLE 4 6 MANUAL
- AISC 14TH EDITION TABLE 4 6 SOFTWARE
- AISC 14TH EDITION TABLE 4 6 LICENSE
AISC 14TH EDITION TABLE 4 6 LICENSE
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AISC 14TH EDITION TABLE 4 6 SOFTWARE
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AISC 14TH EDITION TABLE 4 6 MANUAL
RE: Derivation of Table 10-10a of AISC Manual (14th ed.Menggunakan Software SMS Gateway - OZEKI Perangkat SMS GATEWAY SOFTWARE Software terkoneksi dengan GSM/CDMA Modem. My Solution (for n = 12, Group A, Thread N, SSLT, tp = 3/8, ASD):ĮDIT: Tabulated values have e = 3 in, giving C = 11.3, still far from tabulated values. For weld shear, the values were very far from the values written in the table. Now, for bolt shear, I also considered the eccentricity as stated in 10-9. Since for both 3/8 and 7/16 plate thicknesses, the values are the same, it should mean that the possible governing limit states would only be bolt shear and weld shear (excluding the limit states factoring plate thickness). However, when I try to derive the values highlighted in RED, I can't seem to get the values. At those conditions, block shear failure governs. The highlighted values in YELLOW below are the ones that I can already derive with the exact values. The limit states that I've considered (as stated in the commentary before the table) were bolt shear, bolt bearing, shear yielding, shear rupture, block shear, and weld shear. I'm trying to derive the values presented in Table 10-10 of the AISC manual.