The W16x26 steel beam's compression flange is braced on 3.5-foot centers.  The tension flange contains holes for 3/4 in diameter bolts in pairs at 2 ft centers to support a movable partition. Based on the figure, which of the following is most nearly the available flexural strength of the steel beam? (LRFD options are in parentheses.) (A) 57 ft-kips (85 ft-kips) (B) 67 ft-kips (100 ft-kips) (C) 85 ft-kips (130 ft-kips) (D) 110 ft-kips (170 ft-kips)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The W16x26 steel beam's compression flange is braced on 3.5-foot centers.  The tension flange contains holes for 3/4 in diameter bolts in pairs at 2 ft centers to support a movable partition. Based on the figure, which of the following is most nearly the available flexural strength of the steel beam? (LRFD options
are in parentheses.)

(A) 57 ft-kips (85 ft-kips) (B) 67 ft-kips (100 ft-kips)
(C) 85 ft-kips (130 ft-kips) (D) 110 ft-kips (170 ft-kips)

Section properties
A = 7.68 in
d = 15.7 in
tw = 0.25 in
bf = 5.50 in
tf = 0.345 in
bf/2tf=7.97
h/tw=56.8 in
Ix = 301 in
Sx = 38.4 in³
rx = 6.26 in
3
Zx = 44.2 in³
Iy=9.59 in
Sy = 3.49 in³
ry= 1.12 in
3
Zy=5.48 in³
I
section view
Material properties
ASTM A992
Fy = 50 ksi
Fu = 65 ksi
Transcribed Image Text:Section properties A = 7.68 in d = 15.7 in tw = 0.25 in bf = 5.50 in tf = 0.345 in bf/2tf=7.97 h/tw=56.8 in Ix = 301 in Sx = 38.4 in³ rx = 6.26 in 3 Zx = 44.2 in³ Iy=9.59 in Sy = 3.49 in³ ry= 1.12 in 3 Zy=5.48 in³ I section view Material properties ASTM A992 Fy = 50 ksi Fu = 65 ksi
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