Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 21
... load , except roof live load , including any permitted live load reduction . Lr roof live load , including any permitted live load reduction . SECTION 1602 — DEFINITIONS P = ponding load . S = snow load . The following terms are defined ...
... load , except roof live load , including any permitted live load reduction . Lr roof live load , including any permitted live load reduction . SECTION 1602 — DEFINITIONS P = ponding load . S = snow load . The following terms are defined ...
Page 24
... load and deflection criteria but must be anchored to the supporting structure to meet the provisions of this code . 1611.6 Retaining Walls . Retaining walls shall be designed to resist loads due to the lateral pressure of retained ...
... load and deflection criteria but must be anchored to the supporting structure to meet the provisions of this code . 1611.6 Retaining Walls . Retaining walls shall be designed to resist loads due to the lateral pressure of retained ...
Page 2-26
... load ) 4. Ceiling framing ( live load ) 5. Partitions and interior walls , see Sec . 1611.5 ( live load ) 6. Elevators and dumbwaiters ( dead and live loads ) 7. Mechanical and electrical equipment ( dead load ) 8. Cranes ( dead and live ...
... load ) 4. Ceiling framing ( live load ) 5. Partitions and interior walls , see Sec . 1611.5 ( live load ) 6. Elevators and dumbwaiters ( dead and live loads ) 7. Mechanical and electrical equipment ( dead load ) 8. Cranes ( dead and live ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength