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    Design of Beam TB: Provide 3 Nos of 16 Dia As Top Reinforcement of Beam

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    Krishnendu Sarkar
    This document summarizes the design of a reinforced concrete beam with a depth of 600mm, effective depth of 540mm, and breadth of 300mm. It is subjected to maximum hogging and sagging moments of 14.4TM and 7.2TM respectively. The reinforcement details are calculated and specified as 3 nos. of 16mm diameter bars as top reinforcement with an area of 942mm2, 3 nos. of 16mm diameter bars as bottom reinforcement with an area of 942mm2, and stirrups of 2L 8mm diameter bars at 200mm c/c with an area of 100.48mm2.

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    Design of Beam TB: Provide 3 Nos of 16 Dia As Top Reinforcement of Beam

    Uploaded by

    Krishnendu Sarkar
    20 views1 page
    This document summarizes the design of a reinforced concrete beam with a depth of 600mm, effective depth of 540mm, and breadth of 300mm. It is subjected to maximum hogging and sagging moments of 14.4TM and 7.2TM respectively. The reinforcement details are calculated and specified as 3 nos. of 16mm diameter bars as top reinforcement with an area of 942mm2, 3 nos. of 16mm diameter bars as bottom reinforcement with an area of 942mm2, and stirrups of 2L 8mm diameter bars at 200mm c/c with an area of 100.48mm2.

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    BEAM.xls

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    This document summarizes the design of a reinforced concrete beam with a depth of 600mm, effective depth of 540mm, and breadth of 300mm. It is subjected to maximum hogging and sagging moments of 14.4TM and 7.2TM respectively. The reinforcement details are calculated and specified as 3 nos. of 16mm diameter bars as top reinforcement with an area of 942mm2, 3 nos. of 16mm diameter bars as bottom reinforcement with an area of 942mm2, and stirrups of 2L 8mm diameter bars at 200mm c/c with an area of 100.48mm2.

    Copyright:

    © All Rights Reserved
    Download as XLS, PDF, TXT or read online from Scribd
    Download as xls, pdf, or txt
    20 views1 page

    Design of Beam TB: Provide 3 Nos of 16 Dia As Top Reinforcement of Beam

    Uploaded by

    Krishnendu Sarkar
    This document summarizes the design of a reinforced concrete beam with a depth of 600mm, effective depth of 540mm, and breadth of 300mm. It is subjected to maximum hogging and sagging moments of 14.4TM and 7.2TM respectively. The reinforcement details are calculated and specified as 3 nos. of 16mm diameter bars as top reinforcement with an area of 942mm2, 3 nos. of 16mm diameter bars as bottom reinforcement with an area of 942mm2, and stirrups of 2L 8mm diameter bars at 200mm c/c with an area of 100.48mm2.

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    © All Rights Reserved
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    DESIGN OF BEAM TB

    fY= 500 N/mm2


    Fck= 25 N/mm2
    BAR DIA= 20 mm
    CLEAR COVER= 50 mm
    DEPTH OF BEAM(D)= 600 mm
    EFFECTIVE DEPTH(d)= 600-50-20/2 540 mm
    BREADTH 300 mm

    FACTORED MAXIMUM -ve MOMENT(HOGGING)= 14.4 TM


    FACTORED MAXIMUM +ve MOMENT(SAGGING)= 7.2 TM
    TM

    SUPPORT Mu/bd^2= 14.4*10^7/ 1.646091


    (300*540^2) TM
    Pt=
    Ast= 0
    PROVIDE 3 NOS OF 16 DIA AS TOP REINFORCEMENT OF BEAM 942 MM2
    SPAN Mu/bd^2= 0.823045
    Pt= 0.197007
    Ast= 319.1513
    PROVIDE 3 NOS OF 16 AS BOTTOM REINFORCEMENT OF BEAM 942 MM2
    CHECK FOR SHEAR OF BEAM.
    MAX SHEAR FORCE= 11.3 T
    Vu= 11.3 T
    100Ast/BD= 0.581
    β= 4.996140481
    τc= 0.519550115
    SHEAR CAPACITY= 8.416711857
    Vus= 2.88

    0.87*500*2*
    78*540/
    Sv= (2.88*10^4) 822.15 mm
    0.4*B*Sv/0.
    Asv(NOMINA87FY 66.4727877 MM2
    PROVIDE STRIRRUPS 2L ,8DIA 200C/C. 100.48 MM2

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