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)
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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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)
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VIEWStep 2: Check whether the shape is compact, semi compact or slender
VIEWStep 3: Check for lateral-torsional buckling
VIEWStep 4: Compute the value of Mn
VIEWStep 5: Determine net and gross area of tension flange
VIEWStep 6: Compute flexural capacity accounting the flange holes
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