Primo, scaffolding reservatio ordinationes
I. Una-ordo externa terra-genus pegmatum relinquere deberet pegmatum foramina in muro sicut fulcrum parva tabulas muro. Attende ad partes, ubi pegma foramina non licet.
II. Adobe moenia moenia terrae laterem muros cavae moenibus independens laterem columnas dimidium muros CLXXX crassa muros.
III. De latere superliminare et triangulo range de LX gradus cum superliminaria, in range de 3/4 lateres et I 3/4 lateres in utraque parte ostium et fenestram openings.
Secundo, quod pegmata calculation formula
Altitudo externum murum pegmata ratio ex disposito velit area ad culmine (vel parapt vertice). Project volumine calculata quadratum metris secundum longitudinem exterioris externa murum (muro 240mm in longitudine murum etc., et in longitudinem murum) multiplicari in altum et in longitudinem murum) multiplicari in altitudine.
Structura altitudines infra 15m computantur sicut unum ordinis pegmata; 15m aut minus quam 15m super altitudinem, sed exterior et ostium et fenestram et decoration area excedit LX% ex exterioris superficiem area (vel extrinsecus muro, in-locus concreto muro et lightweight in-in-locus concreto muro vel lightweight obstructionum in-locus concreto muro vel lightweight obstructionum, in-locus concreto aut lumine, in-in-locus concreto muro vel lightweight obstructionum murum, in calculata ut duplex-row a pegmas; Cum aedificium altitudinis excedit 30m, potest esse rationem duplex ordinis pegmata in ferro cantilever platform secundum project conditionibus.
Independent columns (cast-in-place concrete frame columns) are calculated by adding 3.6m to the outer perimeter of the column diagram structure, multiplied by the designed column height in square meters, and the single-row external scaffolding project is applied. Cast-in-place concrete beams and walls are calculated by the height between the designed outdoor floor or the upper surface of the floor slab and the bottom of the floor slab, multiplied by the net length of the beam and wall in square meters, and the double-row external scaffolding project is applied.
Post tempus: Feb-14-2025