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 MintJulep 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. hamza41

    Drop down fire escape stairs

    Thank you for your reply. It's requested by the architect for a project in Africa. He needs external stairs to be used only in case of emergency and leave enough space for acces below.
  2. hamza41

    Drop down fire escape stairs

    Does anyone have any idea ? Thank you !
  3. hamza41

    Drop down fire escape stairs

    Hello everyone, Can someone help me designing drop down fire escape stairs please ? It would help a lot if you can share some structural details. Thank you
  4. hamza41

    Section reinforcement using bolts

    Thank you for your help.
  5. hamza41

    Section reinforcement using bolts

    Thank you for your reply. Yes. Not only in the middle. We are reinforcing it because we are using it to support a new monorail load. Can we use a fillet weld at the end intead ? Is there another reason to provide more bolts if one is enough for the load transfer ? Thank you again !
  6. hamza41

    Section reinforcement using bolts

    Thank you Kootk, I thought this forum was more frequented.
  7. hamza41

    Section reinforcement using bolts

    Thank you again, If I understood your idea, you mean if for example we are adding a 50 KN concentrated load on the beam, we consider 25 KN as a shear load on the bolt, and if it is a 10KN/m we condier 10x0.3=3KN on the bolt ? I have no experience in wood design. That's what I think too...
  8. hamza41

    Section reinforcement using bolts

    Hi Everyone, We are reinforcing a corroded existing W16x36 with two centred C12x30 channels. I would like your opinion on how to determine the efforts on the connection bolts and their spacing as the shear flow is null. I detemined the maximum force from the stress on the half top of the...
  9. hamza41

    Section reinforcement using bolts

    Thank you for your reply, I really appreciate. But how can we be sure the loads are fully transmitted to the channels and the bolts are resisting ? Is there a way to calculate the efforts on the bolts using the pressure on the channels from the bending moment ? and how to distribute it on the...
  10. hamza41

    Section reinforcement using bolts

    Hi Everyone, We are reinforcing a corroded existing W16x36 with two centred C12x30 channels. I would like your opinion on how to determine the efforts on the connection bolts and their spacing as the shear flow is null. I detemined the maximum force from the stress on the half top of the...
  11. hamza41

    Torque Reduction Factor For Monorail Design

    Thank you so much CDLD.
  12. hamza41

    Torque Reduction Factor For Monorail Design

    Thank you for your help. Do you think it's better to consider only the bottom flange of the monorail for the lateral moment resistance ?
  13. hamza41

    Torque Reduction Factor For Monorail Design

    I found it in two calculation notes. I couldn't find any code or guide talking about. I think we can remove it and considerate only the bottom flange is resisting the lateral bending moment. No torsion will then be taken into account.
  14. hamza41

    Torque Reduction Factor For Monorail Design

    Canadian, American or any other code. I couldn't find any reference anywhere.
  15. hamza41

    Torque Reduction Factor For Monorail Design

    Anyone has any idea ?
  16. hamza41

    Torque Reduction Factor For Monorail Design

    Hi everyone, Does anyone have any information where we can have any code discussion about the Torque Reduction Factor (β = 1.08 - 0.186(μL) + 0.0099(μL)2 ; µ = √(GJ/ECw ) ; L = span) for the calculation of the lateral bending moment of a monorail beam ? I couldn't find any reference. thank...
  17. hamza41

    Lateral pressure from stockpile

    No it will be removed by small loaders.
  18. hamza41

    Lateral pressure from stockpile

    Actually,the pellets are accidently falling from a conveyor at the same level of the wall and they are accumulated near to the wall.
  19. hamza41

    Lateral pressure from stockpile

    I forgot to precise that the maximum height of stockpile we can have is the wall height.
  20. hamza41

    Lateral pressure from stockpile

    Thank you for your replies. I was thinking it could be something similar to what is considered for stacking towers. [link file:///C:/Users/hamza.mami/Downloads/Loads_for_Design_of_Stacking_Tubes_for_Granular_Materials%20(5).pdf]Link[/url]

Part and Inventory Search

Back
Top