Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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State Plane Coordinate Systems
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Problem No. 1 A double angle shape, 2L6x4x5/16 is connected by a %-in gusset plate with LLBB as shown below. The total tensile service load (unfactored load) applied is it is 25% dead load and 75% live load. The bolts are 7/8-in-diameter, A325 bearing-type. The angle material is A572 Grade 50 steel, and the gusset is A36 steel. Hint: Check all possible failure possibilities, including block shear. Gage spacing (bolt raw spacing) see Manual p1-52 (Table 1-7A). Based on this answer the following question: Question 1.8: What is the net area of the double angle cross section ? [Enter value in inche 2" 3" O O 2" tg = ¾-in I
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Transcribed Image Text:Problem No. 1 A double angle shape, 2L6x4x5/16 is connected by a %-in gusset plate with LLBB as shown below. The total tensile service load (unfactored load) applied is it is 25% dead load and 75% live load. The bolts are 7/8-in-diameter, A325 bearing-type. The angle material is A572 Grade 50 steel, and the gusset is A36 steel. Hint: Check all possible failure possibilities, including block shear. Gage spacing (bolt raw spacing) see Manual p1-52 (Table 1-7A). Based on this answer the following question: Question 1.8: What is the net area of the double angle cross section ? [Enter value in inche 2" 3" O O 2" tg = ¾-in I
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