Page 137 - Structural Steel Designers Handbook AISC, AASHTO, AISI, ASTM, and ASCE-07 Design Standards

Brockenbrough_Ch03.qxd 9/29/05 5:05 PM Page 3.69

CONNECTIONS

CONNECTIONS 3.69

FIGURE 3.42 Bolted column splice for biaxial bending. (Source: A. R. Tamboli,
Handbook of Structural Steel Connection Design and Details, McGraw-Hill,
1999, with permission.)

The flange force due to major-axis bending is

020φ M 0 20 × 649 ×12
.
.
F = px = = 110 kips
d 14 2 .
f x
The flange force due to minor-axis bending is calculated as follows:
020φ M × ×
.
.
M = py = 0 20 × 0 9 50 836. = 376 in ⋅kips
f
2 2
Check that

M = 376 ≤ 3 × 9 50 83 6 14100. × × . = in ⋅kips OK
f
8
Calculate


ε= 1 ×14 6 1 − 1 − 376   = 0 523. in

.
4  1410 
T = 0 75 1 8 50.( . × ) × 0 780 0 523 27 5. × . = . kips and F = × 27 5 55 0. = . kips
2
f y
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