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  • Users: MMN54321
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  1. MMN54321

    Load Combinations Overturning

    Can someone send me an example of load how to use load combination in overturning analysis?
  2. MMN54321

    SDPWS Reduction of Shear Capacity for aspect ration over 2:1

    Dose anyone have an example of how to do exception 1 in section 4.3.3.4.1
  3. MMN54321

    Direct Design Software

    How is everyone doing today I trying to find someone who is familiar with the direct design software
  4. MMN54321

    Direct Design Software

    Is anyone else using the direct design software for masonry
  5. MMN54321

    Vertical Reinforcement CMU wall

    I am try to figure out the code for vertical reinforcement in a cmu wall. The Florida Residential Building Code Says to us TMS 402 and I don't see any other guidance in the code. TMS 402 section 7.3.2.3.1 gives the min requirements, So I would assume I would calculate what was needed and make...
  6. MMN54321

    How much tributary from a 4" slab

    How much tributary from a 4" slab goes to the stem wall of a house? Seem like most of it goes to the dirt.
  7. MMN54321

    FFE above pond Elevation

    In Florida how high above your pond 100 flood elevation should you put the finished floor elevation
  8. MMN54321

    Masonry

    I am new to masonry design and need a check list for residential Some complete design examples would be great What I am unsure about is irregularity how do you model odd shapes,
  9. MMN54321

    Applying ASCE 7-16 Mono Sloped Roof Provision to a Front Porch

    I am designing a front porch on an existing home. Figure 27.3-4 shows the the roof shape and gives the coefficients I would like to know if anyone else has used this provision for this type of application. I am using the Obstructed flow to account for the wall its is attached to. Thanks for your...
  10. MMN54321

    Table for aluminum siding showing shear in lb/ft for shed design

    I am designing some sheds and I would like to use aluminum siding for the shear walls. I need a table or a method to estimate allowable shear from the siding. Thank you

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