Problem: Select a single angle (for the case assigned by the instructor) to support a tensile load. A single gage line of at least three bolts is to be used. The case assigned is Case 2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Assignment Instruction:
The problems are to be done according to the AISC LRFD Method. Assume fastener strength is adequate and does not control.  All holes are standard holes. Values of yield stress Fy and tensile strength Fu are available in Table 2.1.1. For problems where the total number of holes is not known, assume rupture strength of AISC-J4 does not control. Where needed, assume distances from center of hole to end of piece are 1 1/2 in. Assume all given loads are service loads

Problem:
Select a single angle (for the case assigned by the instructor) to support a tensile load. A single gage line of at least three bolts is to be used. The case assigned is Case 2.

Case DL
(kips)
1
15
T
15
15
15
10
10
12
12
3
4
5
6
7
8
LL
(kips)
40
40
40
40
30
30
35
35
Steel Bolt diameter Length
(in.)
3/4
15
3/4
15
3/4
20
7/8
25
7/8
20
7/8
20
7/8
18
7/8
18
A36
A572 Gr 50
A36
A572 Gr 60
A36
A572 Gr 50
A36
A572 Gr 60
Transcribed Image Text:Case DL (kips) 1 15 T 15 15 15 10 10 12 12 3 4 5 6 7 8 LL (kips) 40 40 40 40 30 30 35 35 Steel Bolt diameter Length (in.) 3/4 15 3/4 15 3/4 20 7/8 25 7/8 20 7/8 20 7/8 18 7/8 18 A36 A572 Gr 50 A36 A572 Gr 60 A36 A572 Gr 50 A36 A572 Gr 60
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