The single-angle tension member shown is made up of ASTM A36 with one line of 4 - -in. diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of 60 kips in tension. Assuming connection limit states do not govern, answer the following questio using LRFD: NOTE: You can refer to AISC Steel Construction Manual 13th edition for section properties

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Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.6.4P
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What is the effective net area in square inches? 2. What is the available tensile rupture strength in kips? 3. What is the available strength in kips? 4. What is the nominal available tensile rupture strength in kips?

The single-angle tension member shown is made up of ASTM A36 with one line of 4-in.
diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of
60 kips in tension. Assuming connection limit states do not govern, answer the following questions
using LRFD:
NOTE: You can refer to AISC Steel Construction Manual 13th edition for section properties
L4x4x¹
1½"
3/4" Dia bolts in
standard holes
4
3 @ 3.00"
Transcribed Image Text:The single-angle tension member shown is made up of ASTM A36 with one line of 4-in. diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of 60 kips in tension. Assuming connection limit states do not govern, answer the following questions using LRFD: NOTE: You can refer to AISC Steel Construction Manual 13th edition for section properties L4x4x¹ 1½" 3/4" Dia bolts in standard holes 4 3 @ 3.00"
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