Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 107
... compression stress parallel to. TABLE NO . 25 - B - RECOMMENDED WORKING STRESSES FOR PLYWOOD ( DOUGLAS FIR ) In bending , tension , and compression ( except bearing and 45 - degree stresses ) consider only those plies with their grain ...
... compression stress parallel to. TABLE NO . 25 - B - RECOMMENDED WORKING STRESSES FOR PLYWOOD ( DOUGLAS FIR ) In bending , tension , and compression ( except bearing and 45 - degree stresses ) consider only those plies with their grain ...
Page 162
... Compression Columns , gross section For axially loaded columns with values of l / r not greater than 120 ....... 12 .17,000 — 0.485 For axially loaded columns ( main members ) with values of l / r 18,000 greater than 120 12 1 + { 1.8 ...
... Compression Columns , gross section For axially loaded columns with values of l / r not greater than 120 ....... 12 .17,000 — 0.485 For axially loaded columns ( main members ) with values of l / r 18,000 greater than 120 12 1 + { 1.8 ...
Page 167
... Compression . Projecting elements of members subjected to axial compression or compression due to bending shall have ratios of width to thickness not greater than the following : Single - angle struts ... .12 Double - angle struts ...
... Compression . Projecting elements of members subjected to axial compression or compression due to bending shall have ratios of width to thickness not greater than the following : Single - angle struts ... .12 Double - angle struts ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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Common terms and phrases
appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood