Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 204
... Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal diaphragms and Table No. 25 - K for vertical diaphragms , or may be ...
... Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal diaphragms and Table No. 25 - K for vertical diaphragms , or may be ...
Page 377
... horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress v at any cross section - Vah Vu ob , d ' dh may be calculated . ( 17-1 ) in which d is for the entire composite section . Alternatively ...
... horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress v at any cross section - Vah Vu ob , d ' dh may be calculated . ( 17-1 ) in which d is for the entire composite section . Alternatively ...
Page 508
... horizontal shall have handrails as required for stairways , except that in- termediate handrails shall not be ... Horizontal Exit Sec . 3307. ( a ) Used as a Required Exit . If conforming to the provisions of this chapter , a horizontal ...
... horizontal shall have handrails as required for stairways , except that in- termediate handrails shall not be ... Horizontal Exit Sec . 3307. ( a ) Used as a Required Exit . If conforming to the provisions of this chapter , a horizontal ...
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 stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath 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 partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength