Color codes are calculated from the Red, Green and Blue components using this formula:'''Red[[wikipedia:Logical shift|GreenBlue'''For positive values larger than 0x00FFFFFF, the top byte is ignored. The tooltip displays "Dyed" if advanced tooltips are disabled, otherwise it displays the hexadecimal color value. However, if commands are used to have two or more of these enchantments on the same item, the effects stack.ġ.0.0 : The color of the leather armor.
Sharpness, Smite, Cleaving, and Bane of Arthropods are mutually exclusive. These tables detail how much damage is done per attack based on the level of enchantment used, assuming the target is not wearing armor and the attack is fully charged. Critical damage is in parentheses. The enchantment also inflicts Slowness IV on an arthropod when hit, with a random duration between 1 and 1.5 seconds at level I, increasing the maximum duration by 0.5 seconds at each level, up to 3.5 seconds with Bane of Arthropods V. The only time you would ever need to use bolts would be if the material had such severe deformities such as a bad “cup” which could not be overcome by nails.Each level on a sword or axe adds 2.5 × 1.25 extra damage to each hit on arthropods only. We have learned from our experience to use at least a 3 1/4″‘x.131″ groove shank nail in a column of four every foot apart down the laminate. The tables can be used to size such members for preliminary design. Tables 4 and 10 provide similar information for floor members. staggered pattern with at least a 3″x.120″ nail. SIMPLE SPAN GLULAM BEAMS Tables 2, 3, 8 and 9 provide allowable loads for glulam beams used as simple span roof members for nonsnow loads (DOL factor 1.25) and in snow load areas (DOL factor 1.15). The 2012 IRC code calls for a minimum of a 32″ O.C. Fasteningīeams of more than one ply must be fastened together with either nails or bolts. On longer spans the beam may require much more bearing space as indicated by this table.
Anything 5′ and above we always at least double cripple. BearingĪccording to the 2012 IRC codes any beam, joist, or header shall never have a bearing of less than 1 1/2″. These small areas are usually door opening on the interior and people are trained that these areas are the strongest place in a house to be in the case of an emergency. For simple construction, such as domestic construction, this can be determined from span table supplements in AS1684.2 and AS1684.3. It has been my experience to never use a beam smaller than a two ply 2 x 8. Span tables allow users to choose an appropriate size and stress grade to achieve spanning needs. This calculator matches up with 90% of the applications in the 2012 International Residential Code book. If there is are any questions about anything else, then you should contact your supplier or an engineer. Most interior beams need to include the roof load. You only have to select all of the loads that apply. This calculator takes all of this into consideration. (See drawing at right.) When oor joists span continuously from wall to wall (not cut at beam. This will amount to twice as much load on the exterior walls compared to a building with a center wall. 2.0E GP Lam LVL Floor Beams n Spacing n Spacing B A This table shows the size (e.g.: 21114 2 plies of 134x1114) of beams needed to support loads of one oor only, i.e., a second story oor or one story oor over a basement. For example, if building is 24′ x 24′ and has trusses, and the load on the roof will be for 30 lb snow load and a ceiling with no storage will total out like this. The load on an outside wall with clear span trusses is exactly half the load on each wall. In other words, it is either going to be on an outside wall, or somewhere on the inside. Its either going to an exterior or an interior load.