x Contents
Force in Truss Diagonal Caused by a Moving
Uniform Load ........................................................ 1.Force in Truss Diagonal Caused by Moving
Concentrated Loads ............................................. 1.Influence Line for Bending Moment in Bridge
Truss ..................................................................... 1.Force in Truss Chord Caused by Moving
Concentrated Loads ............................................. 1.Influence Line for Bending Moment in Three-
Hinged Arch .......................................................... 1.Deflection of a Beam under Moving Loads ................. 1.Riveted and Welded Connections ................................ 1.Capacity of a Rivet ..................................................... 1.Investigation of a Lap Splice ....................................... 1.Design of a Butt Splice ............................................... 1.Design of a Pipe Joint ................................................. 1.Moment on Riveted Connection ................................. 1.Eccentric Load on Riveted Connection ...................... 1.Design of a Welded Lap Joint ..................................... 1.Eccentric Load on a Welded Connection ................... 1.Part 2. Structural Steel Design ........................................... 1.Steel Beams and Plate Girders .................................... 1.Most Economic Section for a Beam with a
Continuous Lateral Support under a Uniform
Load ...................................................................... 1.Most Economic Section for a Beam with
Intermittent Lateral Support under Uniform
Load ...................................................................... 1.Design of a Beam with Reduced Allowable
Stress .................................................................... 1.Design of a Cover-Plated Beam ................................. 1.Design of a Continuous Beam .................................... 1.