10B. DIMENSIONING PART 2/4

CHAPTER 10B 'DIMENSIONING' 25 Ā Ratio of armature overshoot below Ā Max armature overshoot ratio (the maximum of the two above) Ā As bending reinforcement (cm2) over Ā As bending reinforcement (cm2) down Ā As bending reinforcement (cm2) max (the maximum of the two above) Ā Reasons for bending exhaustion over Ā Bending down exhaustion reasons Ā Bending fatigue reasons max (the maximum of the two above) Ā Reasons for shear exhaustion • In shear sizes there is obviously no up and down • In the beams there is no separation of y and z directions there is only Mz and Vy • Percentage of reinforcement p Right-clicking on the desktop and selecting "Show Color Gradients" displays the following dialog box: By selecting, Concrete, Beams, Reinforcement Percentage, Up, Show Values I have the following picture of the carrier