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Recent content by gasma1975

  1. gasma1975

    Minimum edge of circular concrete base with precast concrete pole

    I have designed a circular concrete base foundation and I have inserted a concrete pole mast. But the workers missed the job and the pole mast is not in the center of the base. How do you verify the minimum edge distance ? The base is 3 feet diam. and the pole mast is 10'' dia. The minimum edge...
  2. gasma1975

    Bench footing how to determin lateral pressure

    Hi, I have a project where I need to lower the basement floor. I want to do a "L" wall in front of the existing foundation wall. If the existing wall carries a linear load of "w" what will be the lateral pressure under that wall which will push on my new "L" bench footing ? Thank you, gasma1975
  3. gasma1975

    Wind pressure on netting

    Thank you all for the help, the spreadsheet was very useful !
  4. gasma1975

    Wind pressure on netting

    Hi, I have to design a baseball backstop net structure. Total height is 60 feet. The first 16' feet is a chain fence 2x2 ga #6 (0.192'' dia.) and the rest will be a nylon net. My client is asking for a free standing pole. I'm not sure how to determine the wind pressure on the net. Is it just...
  5. gasma1975

    Impact machine foundation

    Thank you for the help. I also found on Google a great book with examples, "INDUSTRIAL MACHINES Handbook for Practising Engineers by KG Bhatia"
  6. gasma1975

    Impact machine foundation

    Hi, Anyone has a guideline or design example for a foundation for impact machine ? I have a die cast machine, the manufacturer is giving : Machine weight 155000 lb, the horizontal shake force at 140 RPM is 31500 lb and vertical shaking force is 15000 lb. Thank you for helping Regards gasma1975
  7. gasma1975

    Lateral pressure of concrete pole in circular hollow concrete base

    Hi, How do you determine the pressure of the concrete fill in a circular concrete hollow foundation in which I have a concrete pole. I'm leaving 2 inch all around the pole to fill with concrete. But I want to know if the filling is done with 4000 psi concrete is it sufficiant? how can I...
  8. gasma1975

    Force acting on a circular bended plate to form a steel pole

    Hi, I have a rounded taper steel mast 40' long. It is made of a steel plate rolled and bended to form the pole. I was wondering if there is a way to calculate the force acting on the longitudinal weld ? Anyone has an idea ? Thx gasma1975
  9. gasma1975

    Section modulus of hollow section with a hole

    Hi, I have a hollow structure round section dia. 10''. I have to drill a hole 1'' on one side only, I need to know how it will affect the flexural resistance. How to calculate the section modulus ? Thank you for helping gasma1975
  10. gasma1975

    Is there a CODE limit on how many washers can be stacked on a bolt ?

    Hi, I need to fill a gap, I tought using several washers. But I was wondering if there is a code issue, a limit on how many can be stacked up ? gasma1975
  11. gasma1975

    Steel pole how to plot the PM interaction diagram ?

    Hi, I have a steel pole fixed at the base and free at top. I need to plot the PM interaction diagram along the lenght, how do you do that ? thank you gasma1975
  12. gasma1975

    Column with cantilevar beam how to determine the moment force

    Hi, I have a wood stud and I'm fixing another wood element (cantilevar) (see image attached) how do you determine the how the column (stud) will bend and how to calcultate the flexure ? Thank you for any help gasma1975
  13. gasma1975

    Utility wood pole soil embedment design

    Thank you for the help I saw in some documentation that is not allowed to put concrete around a wooden pole, is it true ? normally what is the detail construction when you embed a wooden pole in the soil ? I guess you put gravel at the bottom, what is around the pole ? just the soil or can I...
  14. gasma1975

    Utility wood pole soil embedment design

    I have 2 wooden mast 90 feet apart and a cable. At mid span I have a small flasing light 50 lb. I will have some tension in the cable because the maximum sag is near 4 feet. I'm trying to avoid any guyed cables for the wooden mast. How can I evaluate how deep the embedment will be and the...

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