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6. An L5 X 31/2 X 1/2 angle, as shown in Figure below is to carry 20 kips dead load and 70 kips live load using the shortest length of connection using two gage lines of bolts in the 5 in leg. What is the minimum acceptable stagger, theoretical and specified (1/2 in multiples) using A572 Grade 50 steel 80 k ³4*} Gusset plase Other holes not shown (assume at least three)

6. An L5 X 31/2 X 1/2 angle, as shown in Figure below is to carry 20 kips dead load and 70 kips live load using the shortest length of connection using two gage lines of bolts in the 5 in leg. What is the minimum acceptable stagger, theoretical and specified (1/2 in multiples) using A572 Grade 50 steel 80 k ³4*} Gusset plase Other holes not shown (assume at least three)

Structural Analysis
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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6. An L5 X 31/2 X 1/2 angle, as shown in Figure below is to carry 20 kips dead load and 70 kips live load using the shortest length of connection using two gage lines of bolts in the 5 in leg. What is the minimum acceptable stagger, theoretical and specified (1/2 in multiples) using A572 Grade 50 steel 80k XX Gusset plase Other holes not shown (assume at least three)
Transcribed Image Text:6. An L5 X 31/2 X 1/2 angle, as shown in Figure below is to carry 20 kips dead load and 70 kips live load using the shortest length of connection using two gage lines of bolts in the 5 in leg. What is the minimum acceptable stagger, theoretical and specified (1/2 in multiples) using A572 Grade 50 steel 80k XX Gusset plase Other holes not shown (assume at least three)
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