Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. yrevdoog

    Philippine Wind and Seismic Loading

    Hi, Could anyone tell me the minimum load requirements (i.e. wind load mph/kph, and base shear) for structures located in the Philippines? Or any type of PDF file of the local building code. Thanks
  2. yrevdoog

    Engineer In Training

    My question is about EIT's job description in the workplace. It's been two years since i arrived in the US coming from the Philippines, and since then i've been working for an engineering firm in Galveston County, TX, and passed the EIT exam after that. I'm not really sure what an EIT is suppose...
  3. yrevdoog

    Energy Codes

    This question addresses the IECC2003 Energy Code, though i didn't find any forums concentrated on this topic i'm just hoping someone would give me some insights on my task at hand. My question surrounds the house that can't pass the SHGC requirement for windows (because the previous owner took...
  4. yrevdoog

    ASTM soil test

    I live in Texas and planning to do my own soil test for requirement of belled piers as base of my slab on grade house. what tests are needed to determine this and does it require a certified quality assurance person to make it legal for use in construction.
  5. yrevdoog

    Reinforced slab on grade

    i'm designing a reinforced slab on grade under 250psf live load for a warehouse 25feetx25feet, would a 6inch thick slab with #3 reinforcements on a 16inch grid hold for the loading?
  6. yrevdoog

    Drilled Bell Pier Design

    additional info, changed the design of the foundation, reinforcement wise to 8-#8 rebars, calculations shows 6-#8 rebars.i figure the overturning moment caused by the eccentricity of the silo would be counteracted by the depth of the foundation and section. the axial load is taken cared of by...
  7. yrevdoog

    Drilled Bell Pier Design

    Additional info silo drilled piles are spaced 14ft apart in a square arrangement. axial load = 51kips, bending moment = 357kip-ft.
  8. yrevdoog

    Drilled Bell Pier Design

    i am designing a Drilled Bell Pier for a grain silo which would support 204000lbs of gross weight on 4 piers and have designed it using practicality and came up with a 2ft diameter concrete pier with a 5ft diameter bell at the bottom with total embedment depth of 16ft with 8-1.693in longitudinal...

Part and Inventory Search

Back
Top