Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 88
Page 133
... reinforced concrete frame ( complying with Section 2626 for build- ings in Seismic Zones No. 3 and No. 4 or Section ... reinforced concrete members conforming to the requirements of Section 2627 . H. Reinforced concrete shear walls for ...
... reinforced concrete frame ( complying with Section 2626 for build- ings in Seismic Zones No. 3 and No. 4 or Section ... reinforced concrete members conforming to the requirements of Section 2627 . H. Reinforced concrete shear walls for ...
Page 169
... Reinforced Masonry Walls . 1. Minimum thickness . The minimum nominal thickness of reinforced masonry bearing walls shall be 6 inches , and the ratio of height or length to thickness shall not exceed 25 , except as specified in Section ...
... Reinforced Masonry Walls . 1. Minimum thickness . The minimum nominal thickness of reinforced masonry bearing walls shall be 6 inches , and the ratio of height or length to thickness shall not exceed 25 , except as specified in Section ...
Page 721
... reinforcement , anchorage . Web reinforcement , design .. Working stress design ( alternate method ) . Yield strength , definition . REINFORCED GYPSUM CONCRETE Special inspection 2417 ( e ) 305 ( c ) 2306 2610 ( k ) and ( 1 ) 605 2607 ...
... reinforcement , anchorage . Web reinforcement , design .. Working stress design ( alternate method ) . Yield strength , definition . REINFORCED GYPSUM CONCRETE Special inspection 2417 ( e ) 305 ( c ) 2306 2610 ( k ) and ( 1 ) 605 2607 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
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