![]() ![]() ![]() Result from Orion showing the Short Span (mid span) design moments (Wood and Armer effects inclusive) (PANEL 1) To see how to carry out deflections and crack control verifications, see the the link at the bottom of this post. Provide Y12mm 250mm c/c BOT (A Sprov = 452 mm 2/m)Ī little consideration will show that this provided area of steel will satisfy serviceability limit state requirements. Since k < 0.167 No compression reinforcement required ![]() Moment coefficients (α) for two adjacent edges discontinuous (pick from table) ![]()
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