)3. Determine the total service load capacity for an angle L150 x 90 x 12 of A572 steel, with F,= 350 MPa and F,= 450 MPa, connected to a gusset plate with 8- 22 mm o bolts as shown. Assume the live load to dead load ratio is 3. Use LRFD.
)3. Determine the total service load capacity for an angle L150 x 90 x 12 of A572 steel, with F,= 350 MPa and F,= 450 MPa, connected to a gusset plate with 8- 22 mm o bolts as shown. Assume the live load to dead load ratio is 3. Use LRFD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1 Interpretation of data
VIEWStep 2 Primary calculations
VIEWStep 4 Calculations for net area
VIEWStep 5 Calculations for yielding in the gross section
VIEWStep 5 Calculations foreffective area
VIEWStep 6 Calculations for design strength in net section
VIEWStep 7 Calculations for service load capacity
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