Uniform Building Code |
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Page 328
Deflections shall be computed taking into account the size and shape of the
panel , the conditions of support and the nature of restraints at the panel edges .
For such computations , the modulus of elasticity of the concrete shall be as
specified ...
Deflections shall be computed taking into account the size and shape of the
panel , the conditions of support and the nature of restraints at the panel edges .
For such computations , the modulus of elasticity of the concrete shall be as
specified ...
Page 335
( 10 - 9 ) but not less than 0 . 4 . For all other cases Cmshall be taken as 1 . 0 . In
frames not braced against sidesway , the value of . shall be computed for the
entire story assuming all columns to be loaded . In Formula ( 10 - 5 ) , P , and P
shall ...
( 10 - 9 ) but not less than 0 . 4 . For all other cases Cmshall be taken as 1 . 0 . In
frames not braced against sidesway , the value of . shall be computed for the
entire story assuming all columns to be loaded . In Formula ( 10 - 5 ) , P , and P
shall ...
Page 394
Length of required anchorage shall be computed beginning at the near face of
the column . Length of anchorage in confined regions , including hook and
vertical extension , shall be not less than 56 percent of the development length ...
Length of required anchorage shall be computed beginning at the near face of
the column . Length of anchorage in confined regions , including hook and
vertical extension , shall be not less than 56 percent of the development length ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield