Question: a . Find L b for web local yielding, web local crippling and k det. b . What angle thickness is required to carry the
a Find for web local yielding, web local crippling and det.
b What angle thickness is required to carry the load?
c What is the the table bending capacity of this angle?
d For bolted seat type B what is the bolt capacity for A N
e For angle what size weld is required to take the load and what is the table capacity of the weld?
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