Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 127
... CARRYING SPACE FRAME is a space frame designed to carry all vertical loads . ( c ) Symbols and Notations . The following symbols and notations apply only to the provisions of this section : C Ср = = Numerical coefficient as specified in ...
... CARRYING SPACE FRAME is a space frame designed to carry all vertical loads . ( c ) Symbols and Notations . The following symbols and notations apply only to the provisions of this section : C Ср = = Numerical coefficient as specified in ...
Page 165
... carrying axial load only , in- cluding any increase in stress allowed by this section . Computed flexural unit stress ... carry the entire stress . 2. Types of web reinforcement . Web reinforcement may consist of : A. Stirrups or web ...
... carrying axial load only , in- cluding any increase in stress allowed by this section . Computed flexural unit stress ... carry the entire stress . 2. Types of web reinforcement . Web reinforcement may consist of : A. Stirrups or web ...
Page 436
... carrying stresses resulting from existing dead loads , and the welding need be adequate only to carry all additional load . ( k ) High - strength Bolts ( in Friction - type Joints ) in Combination with Rivets . High - strength bolts ...
... carrying stresses resulting from existing dead loads , and the welding need be adequate only to carry all additional load . ( k ) High - strength Bolts ( in Friction - type Joints ) in Combination with Rivets . High - strength bolts ...
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