Civil Engineering :: Steel Structure Design
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Lug angle is
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Effective length of a column effectively held in position and restrained in direction at both ends, is
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A riveted joint many experience
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If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is
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IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying calculated shear stress through a packing greater than 6 mm thick, is to be increased by 2.5% for every
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To keep the intensity of bearing pressure between the column base and concrete, compressive throughout the length of the column base, the ratio of the moment M to axial load P should be
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When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption
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For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
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The permissible stress to which a structural member can be subjected to, is known as
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If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
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