Question: CIVL 4 4 1 0 - ADVANCED STRUCTURAL ANALYSIS BOLT BEARING CONNECTION DESIGN CLASS ASSIGNMENT A 4 0 - ft W 8 x 2 4

CIVL 4410- ADVANCED STRUCTURAL ANALYSIS
BOLT BEARING CONNECTION DESIGN CLASS ASSIGNMENT
A 40-ft W8x24 long section of A992 steel is to be used as a tension member connected on the outside of both flanges to identical much thicker plates. Group 150 bolts, 78-inch, will be used in the connections.
If the member is required to resist service loads of PD=60 kips and PL=80 kips, design a bolted connection for the W-Shape.
Analyze the tensile capacity of your connection layout with respect to gross yielding and rupture of the net section. Is your designed connection adequate for these limit states?
CIVL 4 4 1 0 - ADVANCED STRUCTURAL ANALYSIS BOLT

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