Problem 4. A tension member made of plate 12x1/2 is connected to a % inch thick gusset plate with bolts as shown in the figure. Bolt diameter is 1 inch. Both tension member and gusset plate are made of Grade 50 steel. (a) Find the net and effective areas of tension member. (b) Identify the maximum factored axial load that the tension member can carry. dolt 4@2inch 8 inch 4@2.5inch=10 inch PL 12x1/2 Cross section

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 4. A tension member made of plate 12x1/2 is connected to a % inch thick gusset plate with bolts as
shown in the figure. Bolt diameter is 1 inch. Both tension member and gusset plate are made of Grade 50
steel.
(a) Find the net and effective areas of tension member.
(b) Identify the maximum factored axial load that the tension member can carry.
dolt
4@2inch=
8 inch
4@2.5inch=10 inch
PL 12x1/2
Cross section
Transcribed Image Text:Problem 4. A tension member made of plate 12x1/2 is connected to a % inch thick gusset plate with bolts as shown in the figure. Bolt diameter is 1 inch. Both tension member and gusset plate are made of Grade 50 steel. (a) Find the net and effective areas of tension member. (b) Identify the maximum factored axial load that the tension member can carry. dolt 4@2inch= 8 inch 4@2.5inch=10 inch PL 12x1/2 Cross section
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