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Compressive strength of concrete is one the parameters required in many design codes.
Many design codes recommend using the limit states design in different geotechnical design applications including rock slope stability.
The load and resistance factors of reinforced concrete (RC) column in many design codes are based largely on reliability calibrations.
The maximum value of directional topographic multipliers has been used as the topographic multiplier in many design codes.
However, the application of high-strength steel in CFT columns has not been permitted in many design codes.
The dynamic effect of moving vehicles on bridges is generally treated as a dynamic load allowance (or dynamic impact factor) in many design codes.
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The terms "Second-order Analysis" and "Direct Analysis" appear in many modern design codes but many engineers consider this as a method for checking only the second-order sway effect, nonlinear sway moment or a tool for academic research.
Relying on this, many seismic design codes led to reduce loads.
Many steel design codes have adopted equivalent uniform moment-distribution and load-height factors to allow for these effects.
Despite the detrimental effects of mode interaction many major design codes do not provide sufficient pertinent guidance.
They are also similar to the values used in developing the Load and Resistance Factor Design (LRFD) guidelines used in many current design codes.
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