STRUCTURAL FRAME REV. 0.0

Pinned Base b = 10

Frame Type: a = 5

Longitudinal 2 P = 0.2

Transverse 3 w = 0.2

I(2) = 98

Q = 2

H = 6

d = 6 c = 3 u = 0.1 I(1) = 272

L = 15

psi = 6.9388 lhc = 374.694A = 13.153 rhc = 72K = 0.887 sw_def = 0.09828Wv = 1R = 1.5206g = 0.5s = 0.0048sh = 0.0288z = 1V = 0

M2 M3 H1 H4 V1 V4UDL on Beam -0.887 -0.887 0.1478 0.148 0.833 0.167Point Load on Beam -0.304 -0.304 0.0507 0.051 0.067 0.133UDL on Column 0.216 -0.234 -0.2611 0.039 -0.03 0.03Point Load on Column 6 -6 -1 1 -0.8 0.8

5.025 -7.425 -1.0625 1.237 0.07 1.13

M2 = 5.025 M3 = -7.4247

Sway Defl'n. = ###

h/200 = 0.36''

FRM - 2FRM - 2

H1 = -1.063 H4 = 1.23746

V1 = 0.07 V4 = 1.13

O.K.