Question
Download Solution PDFIn a roof truss a member normally acting as tension member but occasionally subjected to compression due to wind load, slenderness ratio should not exceed
Answer (Detailed Solution Below)
Detailed Solution
Download Solution PDFMaximum values of Effective Slenderness Ratios
| Sl. No. | Member | Maximum Effective Slenderness Ratio (KL/r) |
| (i) | A member carrying compressive loads resulting from dead loads and imposed loads | 180 |
| (ii) | A tension member in which a reversal of direct stress occurs due to loads other than wind or seismic forces | 180 |
| (iii) | A member subjected to compression forces resulting only form combination with wind/earthquake actions provided the deformation of such member does not adversely affect the stress in any part of the structure. | 250 |
| (iv) | Compression flange of a beam against lateral torsional buckling. | 300 |
| (v) | A member normal acting as a tie in a roof truss or a bracing system not considered effective when subject to possible reversal of stress into compression resulting from the action of wind or earthquake forces. | 350 |
| (vi) | Members always under tension (other than pre-tensioned members) | 400 |
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