Concept:
Structural engineering has evolved through two primary design philosophies for reinforced concrete and steel structures: the traditional Working Stress Method (WSM) and the modern Limit State Method (LSM). WSM is a deterministic approach based on linear elastic theory, while LSM is a probabilistic approach that evaluates structural behavior up to ultimate failure conditions.
Step 1: Analyzing the mechanics of the Limit State Method.
The Limit State Method represents a more realistic design approach by considering how materials perform near failure:
• Unlike older methods that assume stress remains strictly linear, LSM accounts for the non-linear, plastic, and ultimate behavior of steel and concrete as they approach failure.
• It designs the structure to withstand ultimate factored loads, ensuring safety up to the point of collapse while also verifying serviceability criteria (like deflection and cracking) under normal everyday conditions. This makes the statement in Option C correct.
Step 2: Deconstructing errors in the other choices.
• Option A: WSM assumes materials remain purely elastic and applies a single large factor of safety to their yield strength. Because it ignores the plastic reserve capacity of materials, it does not accurately reflect the actual safety margin at collapse.
• Option B: LSM optimizes material sizes by considering their full structural capacity, which generally leads to lighter and more economical sections than those designed using WSM.
• Option D: It is the *Limit State Method* that uses multiple partial safety factors to account for variations in loads and material strengths. WSM relies on a single safety factor.