Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-105
... vent leakage of mortar . 1906.1.3 Forms shall be properly braced or tied together to main- tain position and shape . 1906.1.4 Forms and their supports shall be designed so as not to damage previously placed structure . 1906.1.5 Design ...
... vent leakage of mortar . 1906.1.3 Forms shall be properly braced or tied together to main- tain position and shape . 1906.1.4 Forms and their supports shall be designed so as not to damage previously placed structure . 1906.1.5 Design ...
Page 2-482
... VENTING Table 16 - B 1008.5.7 1008.5.7 3303.7.2 Smoke and heat HEAVY - TIMBER CONSTRUCTION ( see TYPE IV BUILDINGS , Chapter 21 ) 311.2.3.3 , 311.9.4 , 312.2.3 209 , Table 3 - E 3102.7.11 , 3102.7.12 310.11 .. 906 605.6 GUEST AND GUEST ...
... VENTING Table 16 - B 1008.5.7 1008.5.7 3303.7.2 Smoke and heat HEAVY - TIMBER CONSTRUCTION ( see TYPE IV BUILDINGS , Chapter 21 ) 311.2.3.3 , 311.9.4 , 312.2.3 209 , Table 3 - E 3102.7.11 , 3102.7.12 310.11 .. 906 605.6 GUEST AND GUEST ...
Page 2-490
... VENTS Antennae ( radio and television ) Lateral force on 506 , 1512 , Table 16 - H For explosion control 307.10 1623 , 1632 Wind pressure TRAVEL DISTANCE In atria To exits TRIM TRUSSES Bearing Fire protection of ( see also TYPES OF ...
... VENTS Antennae ( radio and television ) Lateral force on 506 , 1512 , Table 16 - H For explosion control 307.10 1623 , 1632 Wind pressure TRAVEL DISTANCE In atria To exits TRIM TRUSSES Bearing Fire protection of ( see also TYPES OF ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength