As per IS specification, splice connection should be designed for a force of _____
(a) at least 0.3 times the member design capacity in tension
(b) at least 0.1 times the member design capacity in tension
(c) less than 0.3 times the member design capacity in tension
(d) less than 0.15 times the member design capacity in tension
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The question is from Lug Angles, Splices & Gusset Plates topic in division Design of Tension Members of Design of Steel Structures