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Page 204
Horizontal and vertical diaphragms sheathed with plywood may be used to resist
horizontal forces not exceeding those set forth in Table No . 25 - J for horizontal
diaphragms and Table No . 25 - K for vertical diaphragms , or may be calculated
...
Horizontal and vertical diaphragms sheathed with plywood may be used to resist
horizontal forces not exceeding those set forth in Table No . 25 - J for horizontal
diaphragms and Table No . 25 - K for vertical diaphragms , or may be calculated
...
Page 377
The horizontal shear stress Van may be calculated at any cross section 6db . ...
actual compressive or tensile force in any segment may be computed , and
provisions made to transfer that force as horizontal shear to the supporting
element .
The horizontal shear stress Van may be calculated at any cross section 6db . ...
actual compressive or tensile force in any segment may be computed , and
provisions made to transfer that force as horizontal shear to the supporting
element .
Page 508
Ramps having slopes exceeding one vertical to 15 horizontal shall have
handrails as required for stairways , except that intermediate handrails shall not
be required . ( f ) Construction . Ramps shall be constructed as required for
stairways .
Ramps having slopes exceeding one vertical to 15 horizontal shall have
handrails as required for stairways , except that intermediate handrails shall not
be required . ( f ) Construction . Ramps shall be constructed as required for
stairways .
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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