Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 162
... Bending Moments . The bending moments at any section of any strip one foot wide , extending the full length of the continuous slab , shall be determined on the basis of the recog- nized principles of mechanics relating to continuous ...
... Bending Moments . The bending moments at any section of any strip one foot wide , extending the full length of the continuous slab , shall be determined on the basis of the recog- nized principles of mechanics relating to continuous ...
Page 180
... Bending Stress . In reinforced con- crete columns subjected to bending moments , the recognized methods of analysis shall be followed in calculating the stresses due to combined axial load and bending . The maximum fiber stress in ...
... Bending Stress . In reinforced con- crete columns subjected to bending moments , the recognized methods of analysis shall be followed in calculating the stresses due to combined axial load and bending . The maximum fiber stress in ...
Page 188
... Bending unit stress that would be permitted by this Code if bending stresses only existed . f1 = Unit axial stress ( actual ) that is , the total axial stress divided by the area of the member . fb Unit bending stress ( actual ) that is ...
... Bending unit stress that would be permitted by this Code if bending stresses only existed . f1 = Unit axial stress ( actual ) that is , the total axial stress divided by the area of the member . fb Unit bending stress ( actual ) that is ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
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