As per ISI, rolled steel beam sections are classified into

Related MCQs

• Rolled steel angle sections are classified as
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).
• The rolled steel I-sections are most commonly used as beams because these provide
• Rolled steel Tee-sections are used
• The rolled steel I-sections are most commonly used as beams because these provide
• The average shear stress for rolled steel beam section, is
• The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is
• The allowable stress in axial tension for rolled I-sections and channels, is taken as
• The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is