The A36 W470x105 beam has web thickness of 12 mm is spliced near the support using...

 

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The A36 W470x105 beam has web thickness of 12 mm is spliced near the support using 16 mm thick connector plate welded to part B and bolted using 16 mm diameter A325 bolts to point A. No bolt threads are in the shear plane. Given: S1 = $2 = $5 = 50 mm; $3= 75 mm; S4 = 150 mm Use Fy = 248 MPa and Fu = 400 MPa for A36 steel. The factored load acts at an eccentricity e = 250 mm from the centroid of the bolt group. A s2 s4 $5 B s1 s2 3 @ s3 s2 s1 Calculate the force acting on the most critical bolt if P = 200 kN.. Calculate the maximum force P based on bolt shear strength.. Calculate the utilization ratio on bolt bearing stress if P = 130 kN and member nominal bearing strength of 2.4Fu. The A36 W470x105 beam has web thickness of 12 mm is spliced near the support using 16 mm thick connector plate welded to part B and bolted using 16 mm diameter A325 bolts to point A. No bolt threads are in the shear plane. Given: S1 = $2 = $5 = 50 mm; $3= 75 mm; S4 = 150 mm Use Fy = 248 MPa and Fu = 400 MPa for A36 steel. The factored load acts at an eccentricity e = 250 mm from the centroid of the bolt group. A s2 s4 $5 B s1 s2 3 @ s3 s2 s1 Calculate the force acting on the most critical bolt if P = 200 kN.. Calculate the maximum force P based on bolt shear strength.. Calculate the utilization ratio on bolt bearing stress if P = 130 kN and member nominal bearing strength of 2.4Fu.

Answer rating: 100% (QA)

SOLUTION To calculate the force acting on the most critical bolt we need to consider the eccentricit... View the full answer