Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 128
... in accordance with the following factors for bearings less than six inches ( 6 " ) in length and located three inches ( 3 " ) or more from the end of the timber : Length of bearing ( inches ) 1/2 1 Factor 2 128 Section 2503.
... in accordance with the following factors for bearings less than six inches ( 6 " ) in length and located three inches ( 3 " ) or more from the end of the timber : Length of bearing ( inches ) 1/2 1 Factor 2 128 Section 2503.
Page 129
... Factor 2 3 4 6 or more 1.00 12 1.85 1.60 1.45 1.30 1.15 1.10 For stress under a washer or small plate the factor of in- crease may be taken as for a bearing the length of which equals the diameter of the washer . ( h ) Joint Details ...
... Factor 2 3 4 6 or more 1.00 12 1.85 1.60 1.45 1.30 1.15 1.10 For stress under a washer or small plate the factor of in- crease may be taken as for a bearing the length of which equals the diameter of the washer . ( h ) Joint Details ...
Page 153
... factor , that is , the moment of inertia divided by the span ( floors with supports on four sides . ) Stiffness factor ( + ) for span A of panel AB ( floors with supports on four sides ) . == Stiffness factor ( 금 ) for span B of panel ...
... factor , that is , the moment of inertia divided by the span ( floors with supports on four sides . ) Stiffness factor ( + ) for span A of panel AB ( floors with supports on four sides ) . == Stiffness factor ( 금 ) for span B of panel ...
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