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  1. OnePowers

    POSITIVE MOMENTS IN ETABS DONT COINCIDE!!

    Thank you to everyone who can do one replay and help me with this doubt I have an ETABS doubt... Why the positive moment in center of beam showed by analysis (Show Tables) is different than design positive moment showed in Beam Section Design of program. You have to know that I've checked...
  2. OnePowers

    CONCRETE-FILLED CIRCULAR TUBE

    Salutes to all of you engineers!! I am working with a concrete-filled circular tube. I am checking the transfer of forces beetween steel and concrete. It's difficult for constructor put shear connectors inside the tube then i was looking for another mechanism, i found one that is called Direct...
  3. OnePowers

    What are STORY FORCES in ETABS?

    Kind regards colleagues. I have a doubt, which in my opinion it looks simple, but I have not been able to figure it out for long time and it always appears in my way. What are the Story Forces in ETABS, and more precisely the moments that appear there, i mean, Mx and My? Why in a purely...
  4. OnePowers

    VERY LOW THCKNESS BASE PLATE IN IDEA STATICA

    Engineers. Salutes to all of you out there! I have a question. I am modeling a circular base plate for an HSS round in the IDEA STATICA program. It's an 8 floors structure. The results show that a thickness of 5mm or 0.2in is enough. Only the anchors fail, but they are close to OK (as you can...
  5. OnePowers

    SPLICES or FULL PENETRATION WELD

    SALUTES TO ALL OF YOU ENGINEERS!! I HAVE A QUESTION FOR YOU, AND WOULD APPRECIATE A LOT YUR HELP: WHAT DO YOU RECOMMEND TO ME TO JOIN HSS ROUND COLUMNS: END PLATE SPLICE (AS SHOW THE PICTURE ATTACHED) OR FULL PENETRATION WELD? ANOTHER THING, I DONT FIND AN EXAMPLE WHERE SPLICE TO BE DESIGN...
  6. OnePowers

    MOMENT CONNECTION - SHEAR CONNECTION

    BEFORE ALL, I THANK TO ALL US FOR YOUR HELP. YOU HAVE BEEN A GREAT HELP TO ME!! THANKS AGAIN. IN THIS OCASSION, I HAVE THIS DOUBT... IS IT POSSIBLE IN A FRAME WHERE I AM USING MOMENT CONNECTION IN A SIDE, PUT IN OTHER SIDE A SHEAR CONNECTION? IN ATTACHED IMAGE DISTANCES ARE IN MILIMETERS...
  7. OnePowers

    CONNECTION HSS CIRCULAR TO W BEAM

    SALUTES TO EVERYONE!! I AM GOING TO DESIGN A CONNECTION AS SHOWN IN THE PICTURE. CAN SOMEONE TELL ME ABOUT A BIBLIOGRAPHY TO DESIGN IT? AN EXAMPLE? I WOULD APRRECIATTE SOME TIPS TO DESIGN THIS CONNECTION IN A SAFETY WAY EXCUSES FOR MY ENGLISH!!
  8. OnePowers

    CANTILIVERED W BEAM

    SALUTE TO ALL OF YOU GUYS THANKS FOR FOUR SUPPORT, I REALLY APPRECIATE IT A LOT I WANT TO DO THIS QUESTION TO YOU...IS IT FEASIBLE TO WELD A 2.65METERS (8.7FT) CANTILIVERED IPE BEAM FROM ANOTHER IPE BEAM? OR SHOULD I NECESSARILY WELD IT FROM A COLUMN? IF IT CAN TO BE CONNECTED TO A BEAM, WHAT...
  9. OnePowers

    FULLY WELDED BEAM TO COLUMN

    Salutes to everyone!! I am looking for bibliography which helps me to design the conection i show in the picture below. If someone can help me i would appreciate it a lot. Thanks.
  10. OnePowers

    ETABS confussion

    Salutes to everyone!! I have a confussion about a output date of ETABS concerning to Column Design. In the attached picture, the program take a bending value (Mu3) very high (324KN-m) which is giving me some problems. However, in other older ETABS versions, this high value (Mu3) doesn't...
  11. OnePowers

    Match shear welds and shear rupture AISC

    Can somebody explain me this? I would appreciate it a lot!!

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