Formwork for Concrete Structures by R.L.Peurifoy and G.D- By EasyEngineering.net

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514 Index
Beam stability adjustment factor
for wood, 50–51
Bearing stresses perpendicular to
grain, 132–135
Behavior of concrete, 21–22
Bending, shear, and deflection of
beams, 111–113
Bending stress in beams, 92–98
Bracing of formwork:
for slabs, 159–160
for walls, 144–149
Bridge deck forms:
adjustable steel forms, 447
all-steel forms, 449–450
calculating deflection by
superposition, 436
deck forms supported by steel
joists, 439–446
deck forms supported by
scaffolding, 446
design of decking, 432
design of hangers, 437
design of joists, 433–434
design of stringers, 434–437
overhanging deck on exterior
bridge beam, 438
wood forms for deck slab with
haunches, 437
wood forms suspended from
concrete beams, 438
wood forms suspended from
steel beams, 431–437
C
Causes of failures of formwork,
185–186
Colored concrete, 396
Column forms:
design of column forms,
284–288, 293–296
fiber glass column forms,
316–318
fiber tubes for round columns,
311–312
metal rectangular forms,
308–311
modular panel column forms,
306–308
plastic round forms, 315–316
plywood sheathing with
vertical wood battens,
286
Column forms (Cont.):
pressure on column forms,
283–284
rotating locking device column
clamps, 303–305
round steel forms, 314–315
sheathing for column forms, 286
spacing of column clamps for
plywood, 292–296
spacing of column clamps for
S4S lumber, 286
steel column clamps with
wedges, 300–302
steel forms for round columns,
312–314
tables for maximum span
lengths of sheathing, 290
wood yokes and bolts, 296–300
wrap-around column forms,
308–311
Column stability factor for wood
members, 51–52
Compression stresses on vertical
shores, 127–132
Concrete, properties of:
behavior of, 21–22
effect of weight, 25, 36
placement and consolidation,
39
types of, 21
Concrete anchors, 85–86
Connections for formwork:
form ties, 85, 246–250
lag screws, 78–81
nails, 74–77
shear-plate connectors, 83–84
split-ring connectors, 82–83
timber connectors, 82
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D
Decking for elevated concrete
slabs:
definition of terms, 321–322
design of, 149–159, 322–325
loads on, 320–321
minimum lateral force,
159–160
Deflection calculations:
for beams with concentrated
loads, 105–109
for beams with uniform loads,
109–111
by superposition, 113–115, 436
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