MODELLING OF UNREINFORCED BRICK MASONRY INFILL IN ETABS/SAP2000 (STRUT ANALOGY) , PART -1

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  • เผยแพร่เมื่อ 7 พ.ย. 2024

ความคิดเห็น • 7

  • @CivilSAC
    @CivilSAC  3 ปีที่แล้ว +1

    Subscribe to my channel for more useful tutorials!

  • @divyarana7913
    @divyarana7913 2 ปีที่แล้ว +1

    Great job

  • @nigeljannarceda7788
    @nigeljannarceda7788 2 ปีที่แล้ว +1

    Hello sir. At the 10:40 mark item d states that the thickness of the equivalent diagonal strut should equal the thickness of URM but has a condition the h/t and l/t is less than 12. I'd like to ask what if we have only a thickness of say 150mm where h and l = 3m it will be more than 12, is there a condition for this intance? And if only the IS has this condition and not in ASCE or FEMA? Thank you!

  • @izzettinalhalil7168
    @izzettinalhalil7168 4 ปีที่แล้ว +2

    great jop we all appreciate that for you.. can you upload the completed file of FEMA 365, pleasssse??

  • @mohammadasif6238
    @mohammadasif6238 4 ปีที่แล้ว +2

    Good bro

  • @civilideas1925
    @civilideas1925 2 ปีที่แล้ว +1

    👍🏻👍🏻👍🏻

  • @sittujoshi9502
    @sittujoshi9502 4 ปีที่แล้ว +5

    mane like kara he mujhe tofee cheye