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Maximum slenderness of members
Effective slenderness of a compression member and a tension member against the limits of Table 3. Reference: IS 800:2007 Cl. 3.8, Table 3.
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# Strut
K_L := 3.0 m
r_min := 30 mm
K_L/r_min =
K_L/r_min <= 180 =
# Tie (tension only, may reverse under wind)
L_t := 6.0 m
r_t := 20 mm
L_t/r_t =
L_t/r_t <= 350 =
# For members that are in compression only under wind or earthquake the limit is 250.
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More IS 800 sheets on members
- Tension member: gross and net section
- Axially loaded column
- Laterally supported beam in bending
- Shear strength of a rolled beam
- Section strength under axial force and bending