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Job: LimconJob -- Connection: Unnamed 22/03/2018
08:25:06 PM
Flange plates: 200x16x320 Gr.A36
Top flange plate weld: 3/8" FW/483 to col.
Btm. flange plate weld: 1/4" FW/483 to col.
Flange bolts: 8 x 1" A325ST/N in 2 cols. at 100 gauge
Shear plate: 110x10x320 Gr.A36, 1/4" FW/483 to col.
3/8"
Web bolts: 4 x 1" A325ST/N in 1 col.
50 75 75 75
110
48
75 Gr.A36
W18X50
75
B1
75
Gr.A36
70
W14X99 1/4"
C1
Stiffeners: 1/4"
Top: 88.9x1/2"x321.1 Gr.A36 - Weld=1/4" FW/483 Side=127 End=full
Btm.: 88.9x1/2"x321.1 Gr.A36 - Weld=1/4" FW/483 Side=full End=full
LIMCON V3.63.1.11 C:\Users\Public\Documents\Limcon\LimconJob
tjagrabio Page 2 of 3
Job: LimconJob -- Connection: Unnamed 22/03/2018
08:25:07 PM
LIMCON V3.63.1.11 C:\Users\Public\Documents\Limcon\LimconJob
tjagrabio Page 3 of 3
Job: LimconJob -- Connection: Unnamed 22/03/2018
08:25:07 PM
LIMCON V3.63.1.11 C:\Users\Public\Documents\Limcon\LimconJob