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3-35. A WT6 x 22.5, A992 steel, attached through the flange with six %-in Ø bolts as shown in Fig. P3.35. (Ans. LRFD 224.2 k; ASD 149.5 k) WT6X22.5 5½ in ☺☺ e O 2½ in 3½ in lolded 3½ in 7/8 in Ø bolts

3-35. A WT6 x 22.5, A992 steel, attached through the flange with six %-in Ø bolts as shown in Fig. P3.35. (Ans. LRFD 224.2 k; ASD 149.5 k) WT6X22.5 5½ in ☺☺ e O 2½ in 3½ in lolded 3½ in 7/8 in Ø bolts

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3-35. A WT6 x 22.5, A992 steel, attached through the flange with six %-in Ø bolts as shown in Fig. P3.35 . (Ans. LRFD 224.2 k; ASD 149.5 k) WT6 své in ( 2½ in 3% in holde 3 ½ in 7s in bolts
Transcribed Image Text:3-35. A WT6 x 22.5, A992 steel, attached through the flange with six %-in Ø bolts as shown in Fig. P3.35 . (Ans. LRFD 224.2 k; ASD 149.5 k) WT6 své in ( 2½ in 3% in holde 3 ½ in 7s in bolts
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