Uniform Building Code |
From inside the book
Results 1-3 of 80
Page 160
... vertical courses or by equivalent mechanical anchorage . 5. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
... vertical courses or by equivalent mechanical anchorage . 5. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
Page 178
... vertical loads . Allowable vertical loads on unreinforced shear walls shall be determined in accordance with Section 2419 ( c ) 5 I , except that the value of h used in determining C , shall be taken as the minimum vertical or ...
... vertical loads . Allowable vertical loads on unreinforced shear walls shall be determined in accordance with Section 2419 ( c ) 5 I , except that the value of h used in determining C , shall be taken as the minimum vertical or ...
Page 444
... vertical supports on the basis of maximum strength . Rigid frame bents supporting crane runways may be considered as coming within the scope of this section . ( b ) Material . Structural steel shall conform to U.B.C. Standard No. 27-1 ...
... vertical supports on the basis of maximum strength . Rigid frame bents supporting crane runways may be considered as coming within the scope of this section . ( b ) Material . Structural steel shall conform to U.B.C. Standard No. 27-1 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength