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Page 283
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 2000 270 150 1.3 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 2000 270 150 1.3 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
Page 285
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 2200 270 155 1.4 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 2200 270 155 1.4 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
Page 481
... Combination of Welds . If two or more types of welds are combined in a joint , the effective capacity of each type weld shall be computed with reference to the axis of the group , in order to determine the allowable capacity of the ...
... Combination of Welds . If two or more types of welds are combined in a joint , the effective capacity of each type weld shall be computed with reference to the axis of the group , in order to determine the allowable capacity of the ...
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