Uniform Building Code |
From inside the book
Results 1-3 of 95
Page 149
... Structural Glass Block . Structural glass block shall have unglazed surfaces to allow adhesion on all mortared faces . ( 1 ) Glazed Building Units . Glazed brick shall conform to the structural requirements for building brick of clay or ...
... Structural Glass Block . Structural glass block shall have unglazed surfaces to allow adhesion on all mortared faces . ( 1 ) Glazed Building Units . Glazed brick shall conform to the structural requirements for building brick of clay or ...
Page 224
... Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and $ 1.1600 1050 85 385 1100 1,600,000 Dense No. 1 Stringers12 01550 1050 85 455 1100 1,700,000 Select Structural Posts and 1500 1000 85 385 1150 1,600,000 2 through 10 ...
... Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and $ 1.1600 1050 85 385 1100 1,600,000 Dense No. 1 Stringers12 01550 1050 85 455 1100 1,700,000 Select Structural Posts and 1500 1000 85 385 1150 1,600,000 2 through 10 ...
Page 246
... Structural 72 2200 2550 1450 130 475 thick 1650 1,800,000 Dense Structural 65 2000 2800 1300 115 475 1500 1,800,000 18 and 19 ) No. 1 SR 1350 875 110. 246 TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER- ( Continued ) ...
... Structural 72 2200 2550 1450 130 475 thick 1650 1,800,000 Dense Structural 65 2000 2800 1300 115 475 1500 1,800,000 18 and 19 ) No. 1 SR 1350 875 110. 246 TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER- ( Continued ) ...
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