Answered: 1.A WT 6 x 26. 5, A992 steel, attached…

1.A WT 6 x 26. 5, A992 steel, attached through the flange with six 1-in. diameter bolts as shown. - WT6 X 26.5 5in IT 11 11 2 in 3 in 3 in 1 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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Question

Determine the LRFD design strength and the ASD allowable strength of the sections given, including block shear.

1.A WT 6 × 26.5, A992 steel, attached through the flange with six 1-in. diameter bolts as shown.
WT6 X 26.5
5 in
2 in
4 in
☺
2 in
2 in 3 in 3 in
2. A C 9 x 15 A36 steel with 2 lines of 34 in. diameter bolts in the web as shown.
C9 X 15
++
2 in 3 in 3 in
1 in Ø bolts
HH
in bolts

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