Uc Steel Beam Sizes

S american standard beam i shaped cross section have a slope on the inner flange surfaces.

Uc steel beam sizes.

Universal beams ub and universal columns uc europe. The standard method for specifying the dimensions of a american wide flange beam is for example w 6 x 25 which is 6 inches deep with a weight of 25 lb ft. Universal columns uc dimensions and properties. Uc british universal colums.

Uc 254 x 254 x 132 276 3 261 3 15 3 25 3 12 7 200 3 168 132 22529 7531 1631 576 insert. This allows engineers to specify the most efficient beam possible. Universal columns uc sizes steel universal columns or uc are some of the most used steel sections that are used for structural steel and steel structures. Flange width mm flange thickness mm uc 152 x 152 x 23.

Uc 254 x 254 x 167 289 1 265 2 19 2 31 7 12 7 200 3 213 167 1 29998 9870 2075 744 insert. Hd and other sections. These variants of the same serial size are distinguished by their weight per meter. I beams i shaped cross section w wide flange steel beam i shaped cross section have parallel flange surfaces.

For each nominal serial size there are a range of sections with different thickness of flanges and web. Uc 152 x 152 x 30. Hp bearing pile h shaped cross section have parallel flange surfaces and equal web and flange thicknesses. The table below shows 3 variants of 152 x 152 uc and the slight differences between them.

They are sometimes referred to as lintels girders rolled steel joists rsj s i beams h beams i sections and h sections due to cross section shape of the universal column. Uc 203 x 203 x 86 222 2 209 1 12 7 20 5 10 2 160 8 110 86 9449 3127 850 299 insert. Universal columns uc sizes. Uc british universal colums.

Among our handy steel section tables you can find standard beam and channels dimensions weights steel hollow sections tables and other steel profiles tables. Designation serial size mass per metre kg m depth of section width of section thickness root radius depth between fillets ratios for local buckling second moment of area i radius of gyration of i web of flange flange web axis axis axis axis d b t t r d b 2t d t x x y y x x y y mm cm4cm4cm 152 x 152 x 23 23 0 152 4 152 2 5 8 6 8 7 6 123 6 11 20 21 30 1250 400 6 54 3 70 152 x 152 x 30 30 0 157 6 152 9 6 5 9 4 7 6 123.