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What is Safe Load Capacity of ISMC 150 Calculated about?
This document calculates the safe load carrying capacity of two ISMC 150 steel columns with an effective length of 2.1 meters. It provides the section properties of the columns, calculates a slenderness ratio of 34.37, and uses tables from IS 800-2000 to determine a design compressive stress of 217 MPa. It then calculates the design compressive strength as the area times the stress, yielding a value of 906.19 kN, which exceeds the required capacity of 70 kN.
- Author
- Kulal Swapnil
- Language
- EN