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Page 154
If both wythes of a cavity wall are axially loaded , each wythe shall be considered
to act independently and the effective thickness of each wythe is defined in
Section 2407 ( b ) 3 A . If one wythe is axially loaded , the effective thickness of
the ...
If both wythes of a cavity wall are axially loaded , each wythe shall be considered
to act independently and the effective thickness of each wythe is defined in
Section 2407 ( b ) 3 A . If one wythe is axially loaded , the effective thickness of
the ...
Page 348
Effect of haunches shall be considered both in determining moments and in
design of members . ( h ) Span Length . Span length of members not built
integrally with supports shall be considered the clear span plus depth of member
but need ...
Effect of haunches shall be considered both in determining moments and in
design of members . ( h ) Span Length . Span length of members not built
integrally with supports shall be considered the clear span plus depth of member
but need ...
Page 349
Live load may be considered to be applied only to the floor or roof under
consideration , and far ends of columns built integrally with the structure may be
considered fixed . Arrangement of live load may be limited to combinations of : 1 .
Live load may be considered to be applied only to the floor or roof under
consideration , and far ends of columns built integrally with the structure may be
considered fixed . Arrangement of live load may be limited to combinations of : 1 .
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Contents
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood