Uniform Building Code |
From inside the book
Results 1-3 of 62
Page 221
... plates installed to provide overlapping at corners and at intersections with other partitions . End joints in double top plates shall be offset at least 48 inches . EXCEPTION : A single top plate may be used , provided the plate is ...
... plates installed to provide overlapping at corners and at intersections with other partitions . End joints in double top plates shall be offset at least 48 inches . EXCEPTION : A single top plate may be used , provided the plate is ...
Page 466
... plates shall be extended beyond the theoretical cutoff point and the extended portion shall be attached to the beam or girder by rivets , high- strength bolts or fillet welds adequate to develop the cover plate's portion of the flexural ...
... plates shall be extended beyond the theoretical cutoff point and the extended portion shall be attached to the beam or girder by rivets , high- strength bolts or fillet welds adequate to develop the cover plate's portion of the flexural ...
Page 480
... plate delivering the concentrated force . The thickness of stiffeners shall be not less than 1/2 . When the ... plate and shall be welded to the part on which it is fitted with sufficient weld to transmit the splice plate stress applied ...
... plate delivering the concentrated force . The thickness of stiffeners shall be not less than 1/2 . When the ... plate and shall be welded to the part on which it is fitted with sufficient weld to transmit the splice plate stress applied ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
108 other sections not shown
Other editions - View all
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