Nothing Special   »   [go: up one dir, main page]
Scribd Logo
Upload

Welcome to Scribd!

  • 9 views

    Vebpro

    Uploaded by

    2BA19CV059 Rakshita Sarangmath

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd

    Vebpro

    Uploaded by

    2BA19CV059 Rakshita Sarangmath
    9 views2 pages

    Original Title

    vebpro

    Copyright

    © © All Rights Reserved

    Available Formats

    PDF, TXT or read online from Scribd

    Did you find this document useful?

    Is this content inappropriate?

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    9 views2 pages

    Vebpro

    Uploaded by

    2BA19CV059 Rakshita Sarangmath

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 2

    Charactestic strength of concrete fck 20.

    00kN/sqmm
    Charactestic strength of steel fy 415.00kN/sqmm
    Clear span L 5000mm
    Live load LL 15.00kN/m
    Bearing b' 380.00mm
    Effective span le 5380mm
    Size of beam:
    d 448.33mm provide D 500mm
    d 465mm
    b 250mm
    Calucations:
    Self weight w 5.81kN/m
    Live load LL 15.00kN/m
    Design load Wu 31.22kN/m
    Factored Moment Mu 112.95kNm
    Check for effective depth(d) dreq 202.30mm <d
    Xumax 223.20mm
    Factored Shear Vu 83.98kN
    Mulim 596.78kNm
    Check URS,singly reinforced beam
    Area of tension reinforcement Ast 782.37sqmm
    Astlim 139.50mm <Ast
    Check for Ast use Ast calculated
    No. of bars of 20mm dia 2.490031 3 nos.
    Design of shear reinforcement
    Ꞇv 0.72kN/sqmm
    Asc 942.60mm
    Pt 0.81083871
    Ꞇc 0.57kN/sqmm
    Vu>Vc, shear reinforcements are to be designed
    Using 2 legged 8mm dia bars as stirrups
    Asv 100.54sqmm Vus 17204.44sqmm
    Sv 981.15mm
    But maximum spacing permitted is
    0.75*d 311.25mm
    300mm
    Hence,provide 2L 8mm stirrups at 300mm c/c

    You might also like