#LRFD BEAM DESIGN MANUAL#
#LRFD BEAM DESIGN CODE#
#LRFD BEAM DESIGN PLUS#

#LRFD BEAM DESIGN PLUS#

' Connection design method ' dependencies: For ' ASD9 ' or ' LRFD3 ': A single-plate shear connection's maximum plate thickness is half the bolt diameter plus 1/16 of an inch ( LRFD, Third Edition, pg. If this box is not checked ( ), connection design applies the AISC design check and fails single-plate shear connections that do not meet it. From this list, you can open individual Beam Review windows. A special Search for Non-AISC Single-Plate Shear Connections can be used to get a list of all beams with non-AISC single-plate shear connections. If this box is checked ( ), the design check for this maximum thickness is turned off so that connection design will not fail shear plates that are thicker than this.

' See below for an explanation of design method dependencies. This applies when ' ASD9 ' or ' LRFD3 ' or ' ASD13 ' or ' ASD14 ' or ' LRFD13 ' or ' LRFD14 ' is the ' Connection design method. ' kip-ft ' indicates that kip-ft are the units that are used for the ' Moment load ' on a beam.ĭesign non-AISC single-plate shear connections: or. This also affects the value (and units) that are shown on the Connection Design Calculations Report or Expanded Connection Design Calculations Report. ' kip-in ' indicates that kip-in are the units that are used for the ' Moment load ' on a beam. This appears as an option here only when the primary dimension ' Units ' are set to one of the choices for ' Imperial. The percentage entered (below) to ' Base beam design moment on % of maximum allowable moment ' is applied to either the beam's ' Elastic ' or ' Plastic ' moment strength, depending on the choice made here. The choice made here affects the calculated design moment applied during connection design of a moment connections when ' Auto ' is selected as the ' Moment load ' on the Beam Edit window. In Modeling in a full-featured SDS2 program. ' The other design methods use the plastic moment capacity. This applies when ' ASD9 ' is the ' Connection design method. This is generally the preferred choice for European users of SDS2 programs.ĭesign method for moment connections: Elastic or Plastic. ' 5 mm ' instructs connection design to round plate lengths and widths up to the nearest 5 millimeter increment. Canadian users of SDS2 programs may prefer this option. ' 1 mm ' instructs connection design to round plate lengths and widths up to the nearest millimeter. It sets the rounding method that connection design will apply when setting the lengths and widths of shear plates, bent plates, end plates, auto base/cap plates, stiffener plates, etc. This applies when the primary dimension ' Units ' are set to ' Metric '. CISC stands for Canadian Institute of Steel Construction. Note: AISC stands for American Institute of Steel Construction.

#LRFD BEAM DESIGN CODE#

Indian Standard, General Construction In Steel - Code of Practice, Third Edition, IS 800 : 2007 Standard for Steel Structures, AS4100 - 1998Ĭode of Design of Steel Structures, GB-50017-03

#LRFD BEAM DESIGN MANUAL#

Manual of Steel Construction, Load and Resistance Factor Design, 3rd Edition The Connection Calculation Cover Sheet is a print-out of the formulas used for the selected method of connection design.The following buttons open a setup window for the selected design method:ĪISC Manual of Steel Construction, Allowable Stress Design, 9th Edition The selection made here affects connection design, during which connections are designed per the selected connection design code. Methods 2, 3 & 4 : In Modeling or the Drawing Editor, choose Settings > Job Settings > Design Settings (classic), or use a keyboard shortcut, or click the icon.Ĭonnection design method: ASD 15 or ASD 14 or ASD 13 or ASD 9 or LRFD 15 or LRFD 14 or LRFD 13 or LRFD 3 or CSA 11 or CSA 10 or CSA 9 or CSA 8 or EUROCODE 3 or EUROCODE 3 UK or CHINA GB50017-2003 or INDIA IS800-2007. Method 1 : Home > Project Settings > Job > Design > Design Settings. Home > project settings > job > design > | classic | top Composite Reaction Factors (related setup for composite design).Composite Design (to apply composite design choices in a full-featured SDS2 program ).Phi Factors for LRFD (complements this window for LRFD design).Design Calculations and Expanded Calculations (affected by settings on this window).Connection design (choices made to Design Settings are applied during).Results, without calculations, are summarized in the Design Calculations Report. The actual design calculations employed for specific connections in the 3D model can be output to an Expanded Connection Design Calculations Report. Settings that you can review on this window directly affect the calculations that connection design makes when designing connections in a full-featured SDS2 program.

The Design Settings setup window ( Job Settings ) (read-only)

Lrfd beam design