Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 108
Pacific Coast Building Officials Conference. Definitions Loads Method of Design Unit Live Loads PART VI ENGINEERING REGULATIONS , QUALITY AND DESIGN OF THE MATERIALS OF CONSTRUCTION CHAPTER 23 - LIVE AND DEAD LOADS Sec . 2301. Dead Load ...
Pacific Coast Building Officials Conference. Definitions Loads Method of Design Unit Live Loads PART VI ENGINEERING REGULATIONS , QUALITY AND DESIGN OF THE MATERIALS OF CONSTRUCTION CHAPTER 23 - LIVE AND DEAD LOADS Sec . 2301. Dead Load ...
Page 109
... load of Roof 20 pounds per square foot of horizontal projection applied to Loads any and all slopes , except as hereinafter provided . Where the rise exceeds twelve inches ( 12 " ) per foot no vertical live loads need be assumed , but ...
... load of Roof 20 pounds per square foot of horizontal projection applied to Loads any and all slopes , except as hereinafter provided . Where the rise exceeds twelve inches ( 12 " ) per foot no vertical live loads need be assumed , but ...
Page 111
... load resisting moment . The weight of earth superimposed over footings may be used to calculate the dead load resisting moment . For combined stresses due to wind and other loads the al- lowable unit stresses may be increased 33 % per ...
... load resisting moment . The weight of earth superimposed over footings may be used to calculate the dead load resisting moment . For combined stresses due to wind and other loads the al- lowable unit stresses may be increased 33 % per ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood