Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 122
(f) Eccentricity. Due allowance shall be made for the effect of eccentric loads
upon bearing walls. (g) Piers. Every pier whose width is less than three times its
thickness shall be designed and constructed as required for columns if such pier
is a ...
(f) Eccentricity. Due allowance shall be made for the effect of eccentric loads
upon bearing walls. (g) Piers. Every pier whose width is less than three times its
thickness shall be designed and constructed as required for columns if such pier
is a ...
Page 249
The thickness of fire-resistive materials for fire Protection protection of structural
parts shall be as shown in Table No. of Structural 43-A for the respective degree
of fire protection shown. Parts The figures shown shall be the net thickness of the
...
The thickness of fire-resistive materials for fire Protection protection of structural
parts shall be as shown in Table No. of Structural 43-A for the respective degree
of fire protection shown. Parts The figures shown shall be the net thickness of the
...
Page 254
Four-hour fire-resistive floor construction shall consist of reinforced concrete,
gypsum or solid masonry slabs or arches not less than four inches (4") in
thickness or shall consist of hollow masonry slabs or arches not less than four
inches (4") in ...
Four-hour fire-resistive floor construction shall consist of reinforced concrete,
gypsum or solid masonry slabs or arches not less than four inches (4") in
thickness or shall consist of hollow masonry slabs or arches not less than four
inches (4") in ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
1 other sections not shown
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls feet Fire fire-resistive construction floor foot foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stage stair stairways Standard steel story street strength stress Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone