Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 45
in this Section ) , but so located that the vertical distance from grade to the floor below is less than the vertical distance from grade to ceiling . ( See “ Story ” . ) BAY WINDOW is a rectangular , curved or polygonal window ...
in this Section ) , but so located that the vertical distance from grade to the floor below is less than the vertical distance from grade to ceiling . ( See “ Story ” . ) BAY WINDOW is a rectangular , curved or polygonal window ...
Page 183
angles of the trapezoid shall be considered as applied at a distance equal to six - tenths of the projection of the footing from the line of critical section for moment . The load on the rectangular portion of the trapezoid shall be ...
angles of the trapezoid shall be considered as applied at a distance equal to six - tenths of the projection of the footing from the line of critical section for moment . The load on the rectangular portion of the trapezoid shall be ...
Page 195
In main members carrying calculated stresses the end tie plates shall have a length of not less than the distance between the lines of rivets connecting them to the flanges , and intermediate ones of not less than one - half of this ...
In main members carrying calculated stresses the end tie plates shall have a length of not less than the distance between the lines of rivets connecting them to the flanges , and intermediate ones of not less than one - half of this ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
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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