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  • Users: vcueto80
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  1. vcueto80

    Overstrength Factor for Wood Shear Walls & Diaphragms

    Have a one-story, rectangular light-frame building (wood) in a Seismic Design Category D region. Since I am in Category D I want to detail for seismic loads(Have 3x framing in shearwalls per SDPWS section 4.3.7 item 3c, >350plf for ASD). In section 12.10.2.1(ASCE 7-05) for collector elements the...
  2. vcueto80

    Single Angle Design Based on the Steel Construction Manual, 13th Ed.

    I have two questions regarding single angle design. First question is in Part 16 Section F10.2. The yield moment is specified for section (i) and (ii) but not for (iii) and (iv), so I assume the yield moment is calculated using the principal axis for (iii) & (iv)? Question 2. Say I have a beam...
  3. vcueto80

    Max Stresses of Unequal Steel Angles

    I have an unequal steel angle and have been trying to calculate the maximum tensile and compressive bending stresses by hand. Since this is the first time I am doing one by hand I want to make sure my procedure is correct, so I took a problem from a textbook (Advanced Strength and Applied Stress...

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