Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 125
... Wind Design Sec . 2311. ( a ) General . Buildings or structures shall be designed to withstand the minimum horizontal and uplift pressures set forth in Table No. 23 - F and this section allowing for wind from any direction . The wind ...
... Wind Design Sec . 2311. ( a ) General . Buildings or structures shall be designed to withstand the minimum horizontal and uplift pressures set forth in Table No. 23 - F and this section allowing for wind from any direction . The wind ...
Page 126
... wind pressures specified in this section , multiplied by the shape factors set forth in Table No. 23 - H . Wind pressures shall be applied to the total normal projected area of all the elements of one face ( excluding ladders , conduits ...
... wind pressures specified in this section , multiplied by the shape factors set forth in Table No. 23 - H . Wind pressures shall be applied to the total normal projected area of all the elements of one face ( excluding ladders , conduits ...
Page 632
... wind loads set forth in this code , except that where less than 12 feet high the horizontal wind load shall be as indicated in Table No. 49 - A . In addition , they shall be designed to support a minimum wind uplift equal to the ...
... wind loads set forth in this code , except that where less than 12 feet high the horizontal wind load shall be as indicated in Table No. 49 - A . In addition , they shall be designed to support a minimum wind uplift equal to the ...
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