Structural Design for the Stage

Index

A

Absolute value, 310–311

Actual stress, 12

Adjustment factor

Beam stability, C_L 90

Built-Up Shape, BUS, 108, 138

Flat use, C_fu 91

Load duration, C_D, 89–90

Repetitive member, C_r, 91–92

Temperature, C_t, 89

Shear stress, C_H 94

Size, C_F

Wet service, C_M 89

Allowable stress

Plywood, 275–278, 386

Sawn Lumber

Beams, 92, 95, 346–348

Columns, 130–131, 346–348

Steel

Beams, 166, 174, 178–179, 182, 184, 186–187, 350

Columns, 198–201, 351–355

Allowable strength design, 20

American Forest & Paper Association, AF&PA, 85–86, 88, 127, 411

American Institute of Steel Construction, AISC, 165, 182, 186–187, 197–198, 209–211, 411

American Society for Testing Materials, ASTM, 166–168, 175, 179, 411

Angle

Beams, 182, 372–373

Columns, 204–206, 372–373

APA – The ...