Uniform Building Code |
From inside the book
Results 1-3 of 83
Page 165
... vertical courses or by equivalent mechanical anchorage . 2. 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 . 2. 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 376
... vertical panel edge on one side and a line parallel to this edge and at a distance ( C + 2t ) therefrom on the side . The allowable compressive stress on this effective column when de- signed under Section 2608 ( j ) 2 shall be : fc ...
... vertical panel edge on one side and a line parallel to this edge and at a distance ( C + 2t ) therefrom on the side . The allowable compressive stress on this effective column when de- signed under Section 2608 ( j ) 2 shall be : fc ...
Page 504
... vertical to 10 horizontal . The slope of other ramps shall not exceed one vertical to 8 horizontal . ( d ) Landings . Ramps having slopes greater than one vertical to 15 horizontal shall have landings at the top and bottom and at least ...
... vertical to 10 horizontal . The slope of other ramps shall not exceed one vertical to 8 horizontal . ( d ) Landings . Ramps having slopes greater than one vertical to 15 horizontal shall have landings at the top and bottom and at least ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength