10A. DIMENSIONING PART 1/4
SENARIA .......................................................................................................................................... 5 NEW ............................................................................................................................................................................................. 5 1.1.1 Storage and import of modified armaments ...................................................................... 6 1.2 LISTSTA ................................................................................................................................................................................................. 7 1.3 P ARAMETERS ....................................................................................................................................................................................... 7 1.3.1 Combinations .................................................................................................................. 9 1.3.1.1 Level Factors ................................................................................................................. 11 1.3.1.2 Automatic Study Sizing ................................................................................................... 11 1.3.1.3 Recalculation of the sizes of CAN Ltd. ............................................................................. 12 1.3.1.4 Active Sizing Material .................................................................................................... 14 1.3.1.5 Materials ....................................................................................................................... 14 1.3.1.6 Corrosion ....................................................................................................................... 24 1.3.2 Plates ............................................................................................................................ 26 1.3.2.1 Sizing of plates with input from the designer of more than one combinations ................................................................................................................................. 27 1.3.3 Beams ........................................................................................................................... 29 1.3.3.1 Bend ............................................................................................................................. 29 1.3.3.2 Shear ............................................................................................................................. 29 1.3.3.3 Economic growth ........................................................................................................... 30 1.3.3.4 Cranking ........................................................................................................................ 30 1.3.3.5 Functionality .................................................................................................................. 30 1.3.3.6 Pedestals ....................................................................................................................... 32 1.3.3.7 Parameters for calculating the strength moments of the beams .................................... 33 1.3.4 Pillars ............................................................................................................................ 34 1.3.4.1 For EKOS-EAK scenario ................................................................................................... 34 1.3.4.1.1 Economic Growth .......................................................................................................... 34 1.3.4.1.2 Cranking ........................................................................................................................ 34 1.3.4.1.3 Near Pillars .................................................................................................................... 35 1.3.4.2 For EUROCODE scenario ................................................................................................ 37 1.3.4.2.1 Economic Growth .......................................................................................................... 37 1.3.4.2.2 Critical wall length .............................................................. Error! Bookmark not defined. 1.3.4.2.3 Circumference ............................................................................................................... 38 1.3.4.2.4 Lament .......................................................................................................................... 40 1.3.4.2.5 Cranking ........................................................................................................................ 40 1.3.4.2.6 Node Control L/S Control ............................................................................................... 41 1.3.5 Sandals .......................................................................................................................... 43 1.3.5.1 For EKOS-EAK scenario ................................................................................................... 44 1.3.5.2 For EUROCODE scenario ................................................................................................ 46 1.3.6 Armaments .................................................................................................................... 46 1.3.6.1 Armaments - Plates ....................................................................................................... 47 1.3.6.2 Reinforcements - Supports-Walls .................................................................................... 48 1.3.6.3 Armaments - Beams & Brackets ..................................................................................... 51 1.3.6.4 Pedestals ....................................................................................................................... 58 1.3.6.5 Armaments - Sandals ..................................................................................................... 58 1.3.7 Iconic Node ................................................................................................................... 59 1.3.7.1 Other ways of exempting an address from the control of the addressee ........................ 61 1.3.8 Iron ............................................................................................................................... 65 1.3.9 Wooden ........................................................................................................................ 71 1.4 C ONSOLIDATION OF M EMBERS ............................................................................................................................................. 75 1. Table of contents
Made with FlippingBook
RkJQdWJsaXNoZXIy NTIwNzc=