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Figure 3.8 Typical section - example 2

The materials strengths are fck = 30 N/mm2 (concrete strength grade, C30/37) f k ywk

/;„..,. = 250 N/mm2 (characteristic yield strength of links)

In the example, l/Rd1 will be calculated at positions between the support and 2.5d away at intervals of 0.5d. This is done to illustrate the effect even though the critical section will normally be at the position of the concentrated load.

3.3.2.1 Shear reinforcement

The shear force diagram is shown in Figure 3.9.

800 kN

211 kN

1-35m

1-35m

0 0

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