Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 127
... space frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter ... SPACE FRAME is a moment- resisting space frame complying with the requirements for a ductile moment - resisting ...
... space frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter ... SPACE FRAME is a moment- resisting space frame complying with the requirements for a ductile moment - resisting ...
Page 132
... space frames . B. Buildings more than 160 feet in height shall have ductile moment - re- sisting space frames capable of resisting not less than 25 percent of the re- quired seismic forces for the structure as a whole . EXCEPTION ...
... space frames . B. Buildings more than 160 feet in height shall have ductile moment - re- sisting space frames capable of resisting not less than 25 percent of the re- quired seismic forces for the structure as a whole . EXCEPTION ...
Page 642
... space can be constructed , occupied , used or designated a fallout shelter . Scope Sec . 5702. The scope of this chapter extends to building spaces designated for use as fallout shelters including periods of drill and instruc- tion for ...
... space can be constructed , occupied , used or designated a fallout shelter . Scope Sec . 5702. The scope of this chapter extends to building spaces designated for use as fallout shelters including periods of drill and instruc- tion for ...
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