Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 132
... BOLTS Loads Perpendicular to Grain ( q ) Length of Bolt Diameter of Bolt in Inches in main mem- ber , in inches * 1/2 5/8 34 7/8 1 18 114 2 3 460 520 570 690 780 640 700 890 960 1050 4 810 1040 1160 1280 1400 5 780 6 7 8 1150 1440 1110 ...
... BOLTS Loads Perpendicular to Grain ( q ) Length of Bolt Diameter of Bolt in Inches in main mem- ber , in inches * 1/2 5/8 34 7/8 1 18 114 2 3 460 520 570 690 780 640 700 890 960 1050 4 810 1040 1160 1280 1400 5 780 6 7 8 1150 1440 1110 ...
Page 133
... Bolts " is defined as a num- ber of bolts placed in a line parallel to the direction of load . Minimum eenter - to - center spacing of bolts in any one row for full design loads shall be four times the bolt diameter . In no case shall ...
... Bolts " is defined as a num- ber of bolts placed in a line parallel to the direction of load . Minimum eenter - to - center spacing of bolts in any one row for full design loads shall be four times the bolt diameter . In no case shall ...
Page 134
... bolt diameter . For members loaded parallel to grain , edge mar- gin shall be at least one and one - half times the bolt diameter . Sec . 2509. Joints wherein timber connectors are used with bolts to transmit stresses between structural ...
... bolt diameter . For members loaded parallel to grain , edge mar- gin shall be at least one and one - half times the bolt diameter . Sec . 2509. Joints wherein timber connectors are used with bolts to transmit stresses between structural ...
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