I have worked this problem but I am not getting the same answer as the one provided please help me understand it and step by step work it out please 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)WT6své in(2½ in 3% inholde3 ½ in7s in bolts

Answered: Image /qna-images/answer/42520a16-4c52-4b49-b747-f03639713fd2.jpg

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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I have worked this problem but I am not getting the same answer as the one provided please help me understand it and step by step work it out please

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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