QUESTIONS. In a factory, while connecting bracket required for supporting gantry girder to the ISHB 400 column with a group of 10 black bolts arranged in the pattern shown in figure. Determining the size of bolts required and thickness of gusset plate. Consider single shear bolted connection. 370 mm 4 + O 110 Q ▸ 125 mm w = 150 kN ISHB 100 W = 35 kN e = 300 mm
QUESTIONS. In a factory, while connecting bracket required for supporting gantry girder to the ISHB 400 column with a group of 10 black bolts arranged in the pattern shown in figure. Determining the size of bolts required and thickness of gusset plate. Consider single shear bolted connection. 370 mm 4 + O 110 Q ▸ 125 mm w = 150 kN ISHB 100 W = 35 kN e = 300 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![QUESTIONS.
In a factory, while connecting bracket
required for supporting
gantry girder to the ISHB 400 column
with a group of 10
black bolts arranged in the pattern
shown in figure.
Determining the size of bolts required
and thickness of gusset
plate. Consider single shear bolted
connection.
370 mm
◄
O
O
Q
▸
125mm
= 150 kN
ISHB 100
W = 35 kN
e = 300 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F007ab752-db6a-4e2d-af8a-8af26517ce99%2Fcdb9d271-b1c4-4e99-afbc-2c4f5ca8eea6%2F0czzd2c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:QUESTIONS.
In a factory, while connecting bracket
required for supporting
gantry girder to the ISHB 400 column
with a group of 10
black bolts arranged in the pattern
shown in figure.
Determining the size of bolts required
and thickness of gusset
plate. Consider single shear bolted
connection.
370 mm
◄
O
O
Q
▸
125mm
= 150 kN
ISHB 100
W = 35 kN
e = 300 mm
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