Uniform Building Code |
From inside the book
Results 1-3 of 80
Page 120
... forces shall be according to the gravity loads pertain- ing thereto . For applicable forces on diaphragms and connections for exterior panels , refer to Sections 2312 ( j ) 2 C and 2312 ( j ) 3 C. ( h ) Drift and Building Separations ...
... forces shall be according to the gravity loads pertain- ing thereto . For applicable forces on diaphragms and connections for exterior panels , refer to Sections 2312 ( j ) 2 C and 2312 ( j ) 3 C. ( h ) Drift and Building Separations ...
Page 122
... forces shall be added to those determined from Formula ( 12-9 ) . px However , in no case shall lateral force on the ... forces specified in this chapter . Added chords may be used to form subdiaphragms to transmit the anchorage forces ...
... forces shall be added to those determined from Formula ( 12-9 ) . px However , in no case shall lateral force on the ... forces specified in this chapter . Added chords may be used to form subdiaphragms to transmit the anchorage forces ...
Page 431
... FORCES are the specified loads and forces modified by the factors in Sections 2609 ( c ) and 2625 ( c ) 4 . HOOP is a closed tie or continuous wound tie , the ends of which have 135- degree hooks with six - diameter extensions , that ...
... FORCES are the specified loads and forces modified by the factors in Sections 2609 ( c ) and 2625 ( c ) 4 . HOOP is a closed tie or continuous wound tie , the ends of which have 135- degree hooks with six - diameter extensions , that ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength