An L6 × 6 × 1/2 is used as a tension member, with one gage line of 3/4-in Ø bolts in each leg at the usual gage location (see Table 3.1). What is the minimum amount of stagger, s, necessary so that only one bolt need be subtracted from the gross area of the angle? Compute the net area of this member if the lines of holes are staggered at 3 in. (Ans. s=4.77 in, An = 5.05 in^2)
An L6 × 6 × 1/2 is used as a tension member, with one gage line of 3/4-in Ø bolts in each leg at the usual gage location (see Table 3.1). What is the minimum amount of stagger, s, necessary so that only one bolt need be subtracted from the gross area of the angle? Compute the net area of this member if the lines of holes are staggered at 3 in. (Ans. s=4.77 in, An = 5.05 in^2)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An L6 × 6 × 1/2 is used as a tension member, with one gage line of 3/4-in Ø bolts in each leg at the usual gage location (see Table 3.1). What is the minimum amount of stagger, s, necessary so that only one bolt need be subtracted from the gross area of the angle? Compute the net area of this member if the lines of holes are staggered at 3 in. (Ans. s=4.77 in, An = 5.05 in^2)
Transcribed Image Text:TABLE 3.1 Workable Gages for Angles, in Inches
Leg
8
7
6
5
4 3 3
2를 2
1 1}
1
8
4
3
3 2 2
1
1 1
3
4
4
1
81
8.
8
8.
82
g1
3
2
2 1
82
4
3.
1/2
3.
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