plate_tk

1
Calculation of Plate thickness Effecive lever a = 1000 mm Bolt Diameter = mm Pitch of the bol = 100 mm Gauge of the bol = 110 mm Loads in Bolts :- Row #1 = 58.3 KN / Bolt Row # 2 = 52.47 KN / Bolt Row # 3 = 46.64 KN / Bolt Bolt Distribution From Row #1 Load Distributed to Gusset / Stiffner :- = = 33.3 KN Load Distributed to flange = = 25.0 KN

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thickness of plate as per peb

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Calculation of Plate thicknessEffecive lever arm = 1000 mmBolt Diameter = mmPitch of the bolts = 100 mmGauge of the bolts = 110 mmLoads in Bolts :!o" #1 = $%&' () * Bolt!o" # + = $+&,- () * Bolt!o" # ' = ,.&., () * BoltBolt Distribution /rom !o" #1Load Distributed to Gusset * 0tiffner :== ''&' ()Load Distributed to flange== +$&0 ()