Uniform Building Code |
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Page 54
... elements are parallel to the walls , such framing and elements supporting such framing shall be of not less than one - hour fire- resistive construction for a width of not less than 5 feet on each side of the wall . B. Where roof ...
... elements are parallel to the walls , such framing and elements supporting such framing shall be of not less than one - hour fire- resistive construction for a width of not less than 5 feet on each side of the wall . B. Where roof ...
Page 138
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offsets in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offsets in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
Page 148
... ELEMENTS OF STRUCTURES AND NONSTRUCTURAL COMPONENTS PART OR PORTION OF BUILDINGS 1. Exterior bearing and nonbearing walls , interior bearing walls and partitions , interior nonbearing walls and partitions - see also Section 2312 ( j ) 3 ...
... ELEMENTS OF STRUCTURES AND NONSTRUCTURAL COMPONENTS PART OR PORTION OF BUILDINGS 1. Exterior bearing and nonbearing walls , interior bearing walls and partitions , interior nonbearing walls and partitions - see also Section 2312 ( j ) 3 ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength