Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 127
... resisting space frame as given in Section 2312 ( j ) . ESSENTIAL FACILITIES - See Section 2312 ( k ) . LATERAL FORCE - RESISTING SYSTEM is that part of the structural system assigned to resist the lateral forces prescribed in Section ...
... resisting space frame as given in Section 2312 ( j ) . ESSENTIAL FACILITIES - See Section 2312 ( k ) . LATERAL FORCE - RESISTING SYSTEM is that part of the structural system assigned to resist the lateral forces prescribed in Section ...
Page 142
... resisting portions of the space frame shall resist the total required lateral forces . c . The ductile moment - resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force . VALUE2 OF K ...
... resisting portions of the space frame shall resist the total required lateral forces . c . The ductile moment - resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force . VALUE2 OF K ...
Page 204
... resist shears due to wind or seismic loads , provided such shears do not stress the nails beyond their allowable safe lateral strength and do not exceed 600 pounds per lineal foot of width . The allowable strength shall be adjusted by ...
... resist shears due to wind or seismic loads , provided such shears do not stress the nails beyond their allowable safe lateral strength and do not exceed 600 pounds per lineal foot of width . The allowable strength shall be adjusted by ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength