IS 800:2007 — Clause Reference

Yield Stress and Ultimate Stress for Structural Steel

Table 1 of IS 800:2007 lists the mechanical properties of structural steel conforming to IS 2062. It provides the yield …

Classification of Cross-Sections

Clause 3.7 classifies steel cross-sections into four classes based on the width-to-thickness ratios of their compression…

Partial Safety Factors for Materials

Clause 5.4.1 specifies the partial safety factors (γm) for material strength in limit state design. These factors accoun…

Design Strength Due to Yielding of Gross Section

Clause 7.1.2 gives the design strength of a tension member limited by yielding of the gross cross-section. This is typic…

Design Strength Due to Rupture of Net Section

Clause 7.3.2 gives the design strength of a tension member limited by rupture (fracture) at the net cross-section throug…

Design Compressive Stress fcd

Clause 8.4 gives the design compressive stress fcd for columns and compression members based on the limit state of flexu…

Effective Length of Compression Members

Clause 8.7 specifies how to determine the effective length (KL) of compression members based on their end restraint cond…

Laterally Supported Beam

Clause 9.2 gives the design bending strength of laterally supported beams — i.e., beams with adequate lateral restraint …

Laterally Unsupported Beam

Clause 9.4 deals with beams that are not continuously laterally supported — i.e., the compression flange can buckle late…

Minimum Requirements for Bolted Connections

Clause 10.2 specifies the minimum requirements for spacing, edge distance, and arrangement of bolts in structural connec…

Bolt Strength in Shearing and Bearing

Clause 10.3.3 gives the design strength of a bolt in shear and the design bearing strength of the bolt on the connected …

Design Stresses in Fillet Welds

Clause 10.5.7 gives the design strength of fillet welds based on the shear strength of the weld throat. The weld is assu…