Problem 12.  A plate is used as a bracket and is attached to a column flange as shown in the figure. The loads are factored loads. The eccentricity of the load is   a x = 30 mm; y = 75 mm b x = 45 mm; y = 100 mm c x = 150 mm; y = 250 mm d x = 180 mm; y = 125 mm   13. For the connection shown in problem, the resisting moment of the bolts is

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 12.  A plate is used as a bracket and is attached to a column flange as shown in the figure. The loads are factored loads. The eccentricity of the load is
 
a x = 30 mm; y = 75 mm
b x = 45 mm; y = 100 mm
c x = 150 mm; y = 250 mm
d x = 180 mm; y = 125 mm
 
13. For the connection shown in problem, the resisting moment of the bolts is
 
a 18 kN - m
b 20.915 kN - m
c 29.25 kN - m
d 36 kN - m
 
14. For the connection shown in problem 12, using elastic analysis the force on the most stressed bolt is
 
a 21.451 kN
b 57.051 kN
c 91.415 kN
d 180 kN
 
15. For the connection shown in problem 12, the critical bolt is the bolt located at
 
a upper left
b upper right
c lower left
d lower right
 
16. For the connection shown in problem, determine the diameter of the bolts if A325X bolts are used.
 
a M16 bolts
b M20 bolts
c M22 bolts
d M24 bolts
50 mm
75 mm
75 mm
50 mm
O
75 mm 150 mm
178 KN
89 KN
Transcribed Image Text:50 mm 75 mm 75 mm 50 mm O 75 mm 150 mm 178 KN 89 KN
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