Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 169
In the two - way system it shall be assumed that the various moments in the strips are resisted by the bands located within the strips , each band being .5li , in width . In the four - way system , it shall be assumed that the column ...
In the two - way system it shall be assumed that the various moments in the strips are resisted by the bands located within the strips , each band being .5li , in width . In the four - way system , it shall be assumed that the column ...
Page 195
Tie rods shall be proportioned to resist their respective stresses , and holes for them shall be placed as near the spring of the arches as practicable . Sec . 2712. ( a ) Compression Members . The open sides of com- Lattice pression ...
Tie rods shall be proportioned to resist their respective stresses , and holes for them shall be placed as near the spring of the arches as practicable . Sec . 2712. ( a ) Compression Members . The open sides of com- Lattice pression ...
Page 284
All bracing systems both horizontal and vertical shall transmit all forces to the resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and shall be located ...
All bracing systems both horizontal and vertical shall transmit all forces to the resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and shall be located ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements 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 face feet Fire fire-resistive construction floor foot forms 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 stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone