HomeAmerican CodesMainCanadian GeneralLog-outSteel (AISC)CF Steel (AISI)Concrete(ACI)FoundationSteel Properties *Structural Fasteners *Shape and Classification *BoltWeldingBrace Strength & Stiffness *Tension MemberCompression MemberConnectionsFlexural MemberShear *Beam ColumnTension and BendingConcentrated Load on BeamComposite BeamPlate GirderBase PlateBeam Web OpeningFloor VibrationsProperties of Built-Up SectionLifting LugMonorailBeam Column Design for 2LCold Formed Steel Properties *Properties of Line Elements *Shape and PropertiesConnection DesignCompressive MemberFlexural MemberBeam ColumnTension MemberShear StrengthWeb CripplingRC Properties *Rebar Properties *Welded Wire Fabric *Flexure for Rectangular SectionFlexure for T SectionShear and TorsionColumnCrackBracket and CorbelBar Development Length *Hanger Reinforcement *Shear Friction *Environmental Eng. Concrete *Anchor BoltDowel of Anchor BoltStrip FootingSpread FootingRetaining WallPile CapMass Concrete on GradeSlab on GradeReinforced Concrete TankW, HPSMC, MCHSSRound HSSWTST, MTLBolt Connection DesignScrew Connection DesignWelded Connection DesignAxial Loading on AngleAxial Loading on Double AngleAxial Loading on TubesAxial Loading on HatAxial Loading on ZAxial Loading on ChannelAxial Loading on 2 ChannelsCylindrical TubeBoxHatZChannelDouble ChannelsCylindrical TubeBoxHatZChannel2 ChannelsAngleHatChannelZ2 Channels (Equal Flanges)2 Channels (UnEqual Flanges)Double AnglesSlendness of Column *Rectangular ColumnCircular ColumnBending MomentAxial + Bending MomentBasic Bolt Design *Bolt Group *Prying ActionBasic Welding Design *Elastic Welding *Welding Group (Vector)Tension Member *Double Angle BracingWT BracingSingle Angle BracingDesign for Stability *Axial Load on W,HSSAxial Load on WT, L,CDouble Angle BracingWT BracingStrut Stiffness *Welded Moment ConnectionBolted Moment ConnectionMember Splice (Cover Plates)Member Splice (End Plates)Shear Connection(Shear Tab)Stiffened Extended Shear TabShear Connection(End Plate)Shear Connect(Double Angles)Shear Connect(Single Angle)Bracing ConnectionConnection with Claw AnglesConnection Transfter ForceWrap PlateWeb in TensionEnd Plate for Vertical Bracing Anchor Bolts b = in. L = Pedestal h = in. in. For the cases of anchors in an application with three or four egdes with the largest edge distance, C max <= 1.5 hef, Effecitve embedment: hef0 <= Cmax/1.5 and >= SL/3 and >= Sb/3 Anchor Bolt Design (Cast-in Headed Bolts) Shear Direction Along width Along length Condition B applies where such supplementary reinforcement is not provided or where pullout or pryout strength governsCondition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structure member Shear Breakout Mode leading bolts are effective trailing bolts are effective Concrete f'c = ksi Condition A Condition B base plate on grout cracked concrete Capacities of Bolts kips kips Vr = Tr = Review Report Factored Loading kips kips Vu = Tu = in. hef = Bolts db = in. futa = ksi SL = in. Sb = in. 4 1 2 n = in. dw = Ductile Bolt Design hef0 = in.