Tag: Steel beams Posts-part -3a

  • List of steel Beam Posts-part-3a.

    List of steel Beam Posts-part-3a.

    List of Steel Beam Posts-part-3a.

    1-Solutions for Block Shear-Coped Beam Problem

       This is Post number 19 of the Steel beam Posts, which includes 1—Solutions for the Block Shear-Coped Beam Problem.

    A solved problem 5.13 for Block Shear-Coped Beam-case-1-UBS=1.00.

    The solution includes a detailed description of the forces that affect the beam: shear yielding and tensile rupture, Shear rupture, and tension rupture. How do we estimate the LRFD and ASD for block shear?

    Solved problem  5-13-Determine the resistance to block shear of the coped W16 x 40 grade A36

    The next slide image shows part of the shear yielding and tensile rupture estimation, with the values of the shear rupture and tensile rupture.

    Solved problem 5-13-List of steel Beam Posts-part-3a

           This is the link to post 19.

    AISC Tables 9-3a,b, and C for Block shear-coped beam. 

    This is Post number 20 of the Steel beam Posts, which includes: 1- Solutions for Block Shear-Coped Beam Problem for the solved problem 5.13 for Block Shear-Coped Beam-case-1-UBS=1.00. Use tables Aisc Tables 9-3a for tensile rupture for block shear.

      Table 9-3b or shear yielding component and AISC Table 9-3C for shear rupture component.

    How do we estimate The LRFD and ASD for block shear?

    This is a snapshot for Table 9-3a titled block shear-tension rupture component per inch of thickness kip/inch.

    Table 9-3a titled block shear-tension rupture component
    AISC Tables 9-3a,b, and C for Block shear-list of Steel Beam Posts-part-3a

    This is a snapshot for Table 9-3c titled block shear-shear rupture component per inch of thickness kip/inch.

    Table 9-3c titled block shear-shear rupture component
    List of Steel Beam Posts-part-3a-Table 9-3c.

      This is the link to post 20

    Case 2 for block Shear-Coped Beam Problem.

    This is solved problem #10.8 from the Unified Design of Steel Handbook. It requires determining the resistance to block shear of the coped beam W16x40 grade A992. There are two bolt lines, a typical case -2 where UBs=1/2.

    A solved problem #10.8 where Ubs=1/2.

    This is a snapshot of the shear yielding and tensile rupture calculations versus shear rupture and tensile rupture.

    Calculations of the LRFd value for the coped beam case-2.

    This is the link to post 21-Case 2 for block Shear-Coped Beam Problem.

    A very useful external resource A Beginner’s Guide to Structural Engineering