The slenderness ratio is a critical measure for columns, indicating their tendency to buckle under load. It relates the column's effective length to its radius of gyration.
The formula for the slenderness ratio is:
$ \text{Slenderness Ratio} = \frac{L_e}{r} $
Where $L_e$ is the effective height and $r$ is the least radius of gyration.
For a circular cross-section, the radius of gyration ($r$) is calculated using the diameter ($D$):
$ r = \frac{D}{4} $
Given the diameter $D = 300 \text{ mm}$:
$ r = \frac{300 \text{ mm}}{4} = 75 \text{ mm} $
The effective height $L_e$ is given as $3 \text{ m}$. We need consistent units, so convert meters to millimeters:
$ L_e = 3 \text{ m} \times 1000 \frac{\text{mm}}{\text{m}} = 3000 \text{ mm} $
Substitute the calculated values of $L_e$ and $r$ into the slenderness ratio formula:
$ \text{Slenderness Ratio} = \frac{3000 \text{ mm}}{75 \text{ mm}} $
$ \text{Slenderness Ratio} = 40 $
The calculation yields an integer value.
| Group I | Group II |
| (P) Flat Slab | (1) Thrust |
| (Q) Long Column | (2) Flutter |
| (R) Arch | (3) Punching Shear |
| (S) Tensile Fabric | (4) Buckling |
| (5) Moment |
A basement wall resists lateral pressure exerted by soil and water. The soil pressure amounts to $4.5 \text{ kN/m}^2$ for every metre of depth below Ground Level (GL). The sub-soil water level is $1.0 \text{ m}$ below GL and hydrostatic pressure of water is $9.8 \text{ kN/m}^2$ for every metre of depth below GL. The total lateral pressure (in $kN/m^2$, rounded off to one decimal place) exerted on the wall $2 \text{ m}$ below GL is______


For a symmetrical two dimensional truss as shown in the above figure, vertical force in kN acting on the member PQ is ________

Value of bending moment in kN-m at point C for a beam as shown in the above figure is ________