HomeAmerican CodesMainAmericanCanadian GeneralSteel (AISC)CF Steel (AISI)Concrete(ACI)FoundationSteel Properties *Structural Fasteners *Shape and Classification *BoltWeldingBrace Strength & Stiffness *Tension MemberCompression MemberConnectionsFlexural Member *Shear *Beam ColumnTension and Bending *Concentrated Load on Beam *Composite BeamPlate GirderBase PlateBeam Web OpeningFloor VibrationsProperties of Built-Up SectionLifting LugMonorailBeam Column Design for 2LCold Formed Steel Properties *Properties of Line Elements *Shape and Properties *Connection Design *Compressive MemberFlexural MemberBeam ColumnTension Member *Shear Strength *Web Crippling *RC Properties *Rebar Properties *Welded Wire Fabric *Flexure for Rectangular Section *Flexure for T Section *Shear and Torsion *ColumnCrackBracket and CorbelBar Development Length *Hanger Reinforcement *Shear Friction *Environmental Eng. Concrete *Anchor BoltDowel of Anchor Bolt *Strip Footing *Spread FootingRetaining WallPile CapMass Concrete on GradeSlab on GradeReinforced Concrete TankW, HPSMC, MCHSSRound HSSWTST, MTLBolt Connection Design *Screw Connection Design *Welded Connection Design *Axial 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 ChannelsAngle *Hat *Channel *Z *2 Channels (Equal Flanges) *2 Channels (UnEqual Flanges) *Double Angles *Slendness of Column *Rectangular ColumnCircular ColumnBending Moment *Axial + 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.