Computer · Design of Steel Structures (IS 800:2007)
A splice connection is made at an intermediate length of a steel column. The column is subjected to an axial compressive load of 900 kN. The design compressive strength of the compression member is 1000 kN. The section of the compression member is not prepared for full contact. As per IS 800:2007, the splice member shall be designed to carry an axial compressive load equal to:
- 1300 kN
- 2900 kN
- 3150 kN
- 41000 kN✓
Correct answer
1000 kN
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