Uniform Building Code |
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Page 224
... Select Structural 1900 1100 85 455 1300 1,700,000 Select Structural Beams and 1600 950 85 385 1100 1,600,000 Dense No. 1 Stringers11 1550 775 85 455 1100 1,700,000 No. 1 1,600,000 Dense No. 1 Timbers12 1400 950 85 455 1200 1,700,000 No ...
... Select Structural 1900 1100 85 455 1300 1,700,000 Select Structural Beams and 1600 950 85 385 1100 1,600,000 Dense No. 1 Stringers11 1550 775 85 455 1100 1,700,000 No. 1 1,600,000 Dense No. 1 Timbers12 1400 950 85 455 1200 1,700,000 No ...
Page 235
... Select Structural 1500 1700 1000 95 370 1100 1,300,000 No. 3 and Stud 5 " and 625 700 325 95 370 525 1,000,000 Appearance wider 1250 1450 850 95 Select Structural Beams and 1350 775 90 No. 1 Stringers 1100 = 550 90 Select Structural No ...
... Select Structural 1500 1700 1000 95 370 1100 1,300,000 No. 3 and Stud 5 " and 625 700 325 95 370 525 1,000,000 Appearance wider 1250 1450 850 95 Select Structural Beams and 1350 775 90 No. 1 Stringers 1100 = 550 90 Select Structural No ...
Page 248
... Select Commercial Decking 1200 1400 265 1,500,000 1000 1150 = = 265 1,300,000 Select Structural 2222 and 11 ( Normal loading . See. 248 TABLE NO . 25 - A - 1 — ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER— ( Continued ) Allowable Unit ...
... Select Commercial Decking 1200 1400 265 1,500,000 1000 1150 = = 265 1,300,000 Select Structural 2222 and 11 ( Normal loading . See. 248 TABLE NO . 25 - A - 1 — ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER— ( Continued ) Allowable Unit ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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