Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 132
25-B. q=safe load on bolt perpendicular to grain as set forth in Table No. ... 25-B–
HOLDING POWER OF BOLTS Loads Parallel to Grain (p) Length of Bolt in main
member, in inches” Diameter of Bolt in Inches % % % 73 1 1% 1% ; 960 1050 ...
25-B. q=safe load on bolt perpendicular to grain as set forth in Table No. ... 25-B–
HOLDING POWER OF BOLTS Loads Parallel to Grain (p) Length of Bolt in main
member, in inches” Diameter of Bolt in Inches % % % 73 1 1% 1% ; 960 1050 ...
Page 133
(d) Bolts in Other Species of Wood. For species of wood Bolted other than those
set forth in Tables No. 25-B and 25-C, Joints bolt values shall be derived in
accordance with the principles (Cont'd.) stated in “Wood Handbook,” U. S.
Department ...
(d) Bolts in Other Species of Wood. For species of wood Bolted other than those
set forth in Tables No. 25-B and 25-C, Joints bolt values shall be derived in
accordance with the principles (Cont'd.) stated in “Wood Handbook,” U. S.
Department ...
Page 134
Timber Connectors Cylindrical Pins Lag Screws Wood Screws Seven times the
bolt diameter for Softwoods and five times ... Joints wherein timber connectors
are used with bolts to transmit stresses between structural or load-bearing
members ...
Timber Connectors Cylindrical Pins Lag Screws Wood Screws Seven times the
bolt diameter for Softwoods and five times ... Joints wherein timber connectors
are used with bolts to transmit stresses between structural or load-bearing
members ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls feet Fire fire-resistive construction floor foot foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stage stair stairways Standard steel story street strength stress Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone