Uniform Building Code |
From inside the book
Results 1-3 of 80
Page 169
... stress , determined from total axial load and effec- tive area . Axial unit stress permitted by this code at the point under consideration , if member were carrying axial load only , including any increase in stress allowed by this ...
... stress , determined from total axial load and effec- tive area . Axial unit stress permitted by this code at the point under consideration , if member were carrying axial load only , including any increase in stress allowed by this ...
Page 192
... stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to grain ...
... stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to grain ...
Page 480
... stress pass through fillers thicker than 1⁄4 inch , except in friction - type connections assembled with high- strength bolts , the fillers shall be extended beyond the splice material , and the filler extension shall be secured by ...
... stress pass through fillers thicker than 1⁄4 inch , except in friction - type connections assembled with high- strength bolts , the fillers shall be extended beyond the splice material , and the filler extension shall be secured by ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
108 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength