Load Case Axial Load Bending Momentkips ft-kips

Top BottomDead (D) 360 16.67 41.67 D 5920Live (L) 130 13.33 33.33 L 2860Wind (W) 7 -50 -50

LC No Load CaseAxial Load Bending Momentkips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips

Top Bottom101 1.4 x D 504 23.338 58.338 23.338 58.338 23.338 58.338 0 0102 1.2 x D + 1.6 x L 640 41.332 103.332 41.332 103.332 41.332 103.332 0 0103 1.2 x D + 0.5 x L + 1.6 x W 508.2 -53.331 -13.331 -13.331 -53.331 66.669 26.669 -80 -80104 1.2 x D + 0.5 x L - 1.6 x W 485.8 106.669 146.669 106.669 146.669 26.669 66.669 80 80

LC No Load Case kips ft-kips ft-kips ft-kips

101 1.4 x D 8288 58.338 0 58.338102 1.2 x D + 1.6 x L 11680 103.332 0 103.332103 1.2 x D + 0.5 x L + 1.6 x W 16000 2.28 26.669 -80 -155.731104 1.2 x D + 0.5 x L - 1.6 x W 16000 2.28 66.669 80 249.069

LC No Load Casec φ Result

kips ft-kips in kips ft-kips

101 1.4 x D 504 58.338 2.75847 0.018207 0.9 504 378822.6 OK102 1.2 x D + 1.6 x L 640 103.332 3.5529 0.013465 0.9 640 474406.3 OK103 1.2 x D + 0.5 x L + 1.6 x W 508.2 -155.731 2.77992 0.018044 0.9 508.2 381867.3 OK104 1.2 x D + 0.5 x L - 1.6 x W 485.8 249.069 2.66955 0.018914 0.9 485.8 365843.6 OK

M1 M2 M1ns M2ns M1s M2s

ΣPu δs M2ns M2s M2

Pu Mu εt φPn φMn

1.4 0 01.2 1.61.2 0.5 1.61.2 0.5 -1.6

1214.59

c/d 0.14146c 2.75847a 2.3447fs` 8151.943fs 60000 0.018207Cc 219229.4Cs 40759.71T 300000Pn 503.9902

M 420914

c/d 0.1822c 3.5529a 3.019965fs` 25782.4fs 60000 0.013465Cc 282366.7Cs 128912T 300000Pn 640.1509

M 527118.1

c/d 0.14256c 2.77992a 2.362932fs` 8760.338fs 60000 0.018044Cc 220934.1Cs 43801.69T 300000Pn 508.2623

M 424297

c/d 0.1369c 2.66955a 2.269118fs` 5525.594fs 60000 0.018914Cc 212162.5Cs 27627.97T 300000Pn 485.8114

M 406492.9