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Page 281
25 - R - 1 - ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND ROOF
SHEATHING CONTINUOUS OVER TWO OR ... ខ្ញុំ ROOF2 PANEL
PLYWOOD MAXIMUM IDENTIFICATION SPAN THICKNESS LOAD ( IN POUNDS
FLOOR ...
25 - R - 1 - ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND ROOF
SHEATHING CONTINUOUS OVER TWO OR ... ខ្ញុំ ROOF2 PANEL
PLYWOOD MAXIMUM IDENTIFICATION SPAN THICKNESS LOAD ( IN POUNDS
FLOOR ...
Page 319
Negative moment at face of all supports for ( a ) slabs with spans not exceeding
10 feet , and ( b ) beams and girders where ratio of sum of column stiffnesses to
beam stiffness exceeds eight at each end of the span . . . . . . . . . . . . . . . . . hawln ?
Negative moment at face of all supports for ( a ) slabs with spans not exceeding
10 feet , and ( b ) beams and girders where ratio of sum of column stiffnesses to
beam stiffness exceeds eight at each end of the span . . . . . . . . . . . . . . . . . hawln ?
Page 362
There shall be a minimum of three continuous spans in each direction . The
panels shall be rectangular with the ratio of the longer to shorter spans within a
panel not greater than 2 . 0 . The successive span lengths in each direction shall
not ...
There shall be a minimum of three continuous spans in each direction . The
panels shall be rectangular with the ratio of the longer to shorter spans within a
panel not greater than 2 . 0 . The successive span lengths in each direction shall
not ...
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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