Uniform Building Code |
From inside the book
Results 1-3 of 81
Page 132
LATERAL FORCE - RESISTING SYSTEM is that part of the structural system
assigned to resist the lateral forces prescribed in Section 2312 ( d ) . MOMENT -
RESISTING SPACE FRAME is a vertical load - carrying space frame in which the
...
LATERAL FORCE - RESISTING SYSTEM is that part of the structural system
assigned to resist the lateral forces prescribed in Section 2312 ( d ) . MOMENT -
RESISTING SPACE FRAME is a vertical load - carrying space frame in which the
...
Page 136
The distribution of these forces shall be according to the gravity loads pertaining
thereto . For applicable forces on diaphragms and connections for exterior panels
, refer to Sections 2312 ( j ) 2 C and 2312 ( 1 ) 3 C . ( h ) Drift and Building ...
The distribution of these forces shall be according to the gravity loads pertaining
thereto . For applicable forces on diaphragms and connections for exterior panels
, refer to Sections 2312 ( j ) 2 C and 2312 ( 1 ) 3 C . ( h ) Drift and Building ...
Page 138
WHERE : F , = the lateral force applied to level I . w , = the portion of W at level l .
... 30Z / wpr When the diaphragm is required to transfer lateral forces from the
vertical resisting elements above the diaphragm to other vertical resisting
elements ...
WHERE : F , = the lateral force applied to level I . w , = the portion of W at level l .
... 30Z / wpr When the diaphragm is required to transfer lateral forces from the
vertical resisting elements above the diaphragm to other vertical resisting
elements ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
80 other sections not shown
Other editions - View all
Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood