Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 138
... edge .033 .040 .048 Discontinuous edge .055 .063 .083 .033 Positive Moment at Midspan .025 .030 .036 .041 .047 .062 .025 Case 2 - One Edge Discontinuous Negative Moment at Continuous edge .041 .048 Discontinuous edge .055 .062 .069 .085 ...
... edge .033 .040 .048 Discontinuous edge .055 .063 .083 .033 Positive Moment at Midspan .025 .030 .036 .041 .047 .062 .025 Case 2 - One Edge Discontinuous Negative Moment at Continuous edge .041 .048 Discontinuous edge .055 .062 .069 .085 ...
Page 147
... edge are the same as for an interior panel . Flat Slabs ( Cont'd . ) Symbol Units General Case Special Case с = .2251 TWO - WAY SYSTEM WITH DROPPED PANEL Column Strip Negative Moment at discontinuous edge -Me ft . lb. 0.45M . 0.029 WI ...
... edge are the same as for an interior panel . Flat Slabs ( Cont'd . ) Symbol Units General Case Special Case с = .2251 TWO - WAY SYSTEM WITH DROPPED PANEL Column Strip Negative Moment at discontinuous edge -Me ft . lb. 0.45M . 0.029 WI ...
Page 170
... EDGE DISTANCES Minimum Edge Distance ( Inches ) for Punched Holes in Rolled Edge of Plates & Sections with Parallel Rolled Edge of Sections with Sloping Flanges Rivet Diameter ( Inches ) Sheared Edge Flanges 1/2 1 % 5 % 1 % 1 % 14 18 1 ...
... EDGE DISTANCES Minimum Edge Distance ( Inches ) for Punched Holes in Rolled Edge of Plates & Sections with Parallel Rolled Edge of Sections with Sloping Flanges Rivet Diameter ( Inches ) Sheared Edge Flanges 1/2 1 % 5 % 1 % 1 % 14 18 1 ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood