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hot rolled iron carbon structure h beam en standard w14X159

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    AISC Structural Shapes Properties Viewer Engineers Edge

    WORKABLE GAGES IN ANGLE LEGS (inches) Leg 8 7 6 5 4 3 1/2 3 2 1/2 2 1 3/4 1 1/2 1 3/8 1 1/4 1 g 4 1/2 4 3 1/2 3 2 1/2 2 1 3/4 1 3/8 1 1/8 1 7/8 7/8 3/4 5/8 g1 3 2 1/2 2 1/4 2 g2 3 3 2 1/2 1 3/4 For an angle, the gage "g" shown is the distance from the back of the member to the bolt in the angle leg, when only one row of bolts is present.[price]Connections in Steel Structures VI PDF Free Download[steel]Connections in Steel Structures VI / Chicago / June 23 25, 2008 61 ¾ Width of the platesmax and min values e2 and p2 as well as max and min values of b taken into account; ¾ Thickness of the platethe variation of t is made in order to cover the whole ranges of Rp,b/Ru,b; ¾ Finally, the number of bolt rows and lines variesn1, from 2 to [price]Connections in Steel Structures VI PDF Free Download[steel]Connections in Steel Structures VI / Chicago / June 23 25, 2008 61 ¾ Width of the platesmax and min values e2 and p2 as well as max and min values of b taken into account; ¾ Thickness of the platethe variation of t is made in order to cover the whole ranges of Rp,b/Ru,b; ¾ Finally, the number of bolt rows and lines variesn1, from 2 to [price]Connections in Steel Structures VI PDF Free Download[steel]Connections in Steel Structures VI / Chicago / June 23 25, 2008 61 ¾ Width of the platesmax and min values e2 and p2 as well as max and min values of b taken into account; ¾ Thickness of the platethe variation of t is made in order to cover the whole ranges of Rp,b/Ru,b; ¾ Finally, the number of bolt rows and lines variesn1, from 2 to [price]

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