The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

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• The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
• As per IS: 800, in the plastic design, which of the following pairs are correctly matched? Working Loads Load factor (i) Dead load 1.7 (ii) Dead Load + imposed load 1.7 (iii) Dead load + load due to wind or 1.3 seismic forces (iv) Dead load + imposed load + load 1.7 due to wind or seismic forces Of these statements
• The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
• A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
• A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
• The slenderness ratio of a column supported throughout its length by a masonry wall is
• The slenderness ratio of a column is zero when its length
• The slenderness ratio of a column supported throughout its length by a masonry wall is
• For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
• For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is