Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 86
... footing which has the largest percentage of live load to total load shall be determined by dividing the total load by the allowable soil load . From the area thus obtained the dead load soil pressure of such footing is determined and ...
... footing which has the largest percentage of live load to total load shall be determined by dividing the total load by the allowable soil load . From the area thus obtained the dead load soil pressure of such footing is determined and ...
Page 159
... footings on soil shall be assumed as a verti- cal section at a distance ( d ) from the face of the column or pedestal supported by the footing . In footings on piles the critical section shall be assumed at a d distance from the face of ...
... footings on soil shall be assumed as a verti- cal section at a distance ( d ) from the face of the column or pedestal supported by the footing . In footings on piles the critical section shall be assumed at a d distance from the face of ...
Page 179
... FOOTINGS AND FOUNDATIONS Sec . 2801. Excavations for buildings and excavations acces- Excavations sory thereto shall ... footing or foundation is first properly underpinned or protected against settlement . Any person making or causing ...
... FOOTINGS AND FOUNDATIONS Sec . 2801. Excavations for buildings and excavations acces- Excavations sory thereto shall ... footing or foundation is first properly underpinned or protected against settlement . Any person making or causing ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood