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If rivet holes are staggered, strength of a joint in a tension member:


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The horizontal distance between parallel reinforcement bars of grade fy=415N/mm2 near the tension face of a beam, where no redistribution is considered, shall not be greater than:

If rivet holes are staggered, strength of a joint in a tension member:

Bulb angles are used in:

If rivet holes are staggered

the strength of a joint in a tension member:

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