2. Problem 7.8-2 Determine the adequacy of the hanger connection in Figure P7.8-2 Account for prying action. a. Use LRFD. b. Use ASD. 195 5%" D=6k L = 15 k 2L4 X 4 X 5 A36 Y2" diameter Group A bolts bo 7" dibo

2. Problem 7.8-2 Determine the adequacy of the hanger connection in Figure P7.8-2 Account for prying action. a. Use LRFD. b. Use ASD. 195 5%" D=6k L = 15 k 2L4 X 4 X 5 A36 Y2" diameter Group A bolts bo 7" dibo

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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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Solve by using ASD.

2. Problem 7.8-2
Determine the adequacy of the hanger connection in Figure P7.8-2
Account for prying action.
a. Use LRFD.
b. Use ASD.
$qs
53/"
D=6k
L = 15 k
2L4 X 4 X 5
A36
Y2" diameter Group A bolts
PO
7"
PO

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