Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 128
... grain ............ 70 % Compression parallel to grain ... Horizontal Shear .. 92 % 100 % For other conditions of exposure , allowable unit stresses of Table No. 25 - A shall be reduced as may be required by the Building Inspector . ( f ) ...
... grain ............ 70 % Compression parallel to grain ... Horizontal Shear .. 92 % 100 % For other conditions of exposure , allowable unit stresses of Table No. 25 - A shall be reduced as may be required by the Building Inspector . ( f ) ...
Page 132
... grain as set forth in Table No. 25 - B . q = safe load on bolt perpendicular to grain as set forth in Table No. 25 - C . e - angle between direction of load and direction of member , in degrees . TABLE NO . 25 - B - HOLDING POWER OF ...
... grain as set forth in Table No. 25 - B . q = safe load on bolt perpendicular to grain as set forth in Table No. 25 - C . e - angle between direction of load and direction of member , in degrees . TABLE NO . 25 - B - HOLDING POWER OF ...
Page 135
... Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 28 Douglas fir 125 140 150 ... grain of the wood shall not be subjected to a greater load tending to cause withdrawal than the safe resistance of ...
... Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 28 Douglas fir 125 140 150 ... grain of the wood shall not be subjected to a greater load tending to cause withdrawal than the safe resistance of ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
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