Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 128
Allowable Unit Stresses ( Cont'd . ) the species listed in Table No. 25 - A , shall not exceed the values therein given . For species and grades not given in Table No. 25 - A , the working stresses therefor shall be established by the ...
Allowable Unit Stresses ( Cont'd . ) the species listed in Table No. 25 - A , shall not exceed the values therein given . For species and grades not given in Table No. 25 - A , the working stresses therefor shall be established by the ...
Page 187
27,000 ( f ) Combined Stresses . Members subject to both direct and bending stresses shall be so proportioned that the greatest combined stresses shall not exceed the allowed limits . All members and their connections which are subject ...
27,000 ( f ) Combined Stresses . Members subject to both direct and bending stresses shall be so proportioned that the greatest combined stresses shall not exceed the allowed limits . All members and their connections which are subject ...
Page 194
The end reaction stresses of trusses , girders , or beams , and the axial stresses of tension or compression members which are carried on rivets , shall have such stresses developed by the shearing and bearing values of the rivets or ...
The end reaction stresses of trusses , girders , or beams , and the axial stresses of tension or compression members which are carried on rivets , shall have such stresses developed by the shearing and bearing values of the rivets or ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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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 face feet Fire fire-resistive construction floor foot forms 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 stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone