Building Code, City of Boston
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— No shielding effect of one element by another shall be considered when the distance between them exceeds four (4) times the projected smallest dimension of the windward element.
716.4. Effect of Shape. — The wind pressure on circular tanks, stacks or other circular structures shall be assumed 0.7P applied to the projected area; and for hexagonal or octagonal structures l.OP.
716.4.1. — For special shaped structures such as spheres, guys, cables, solid girders, the design wind pressure shall b...e deter- mined as provided for in section 715.3.
SECTION 717.0. UNUSUAL WIND EXPOSURES For buildings and structures located in unusually exposed positions subjected to higher wind loads than herein specified, the design wind load shall be determined by the highest values in reference standard RS 7-5.
SECTION 718.0. OVERTURNING AND SLIDING The overturning moment due to the wind load on all structures shall not exceed seventy-five (75) per cent of the moment of stability resulting from the dead load of the building, unless the building or structure is anchored to resist the excess overturning moment and the excess horizontal shear over sliding friction.
What to read after Building Code, City of Boston?
You can find similar books in the "Read Also" column, or choose other free books by Boston (Mass.) to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
— No shielding effect of one element by another shall be considered when the distance between them exceeds four (4) times the projected smallest dimension of the windward element.
716.4. Effect of Shape. — The wind pressure on circular tanks, stacks or other circular structures shall be assumed 0.7P applied to the projected area; and for hexagonal or octagonal structures l.OP.
716.4.1. — For special shaped structures such as spheres, guys, cables, solid girders, the design wind pressure shall b...e deter- mined as provided for in section 715.3.
SECTION 717.0. UNUSUAL WIND EXPOSURES For buildings and structures located in unusually exposed positions subjected to higher wind loads than herein specified, the design wind load shall be determined by the highest values in reference standard RS 7-5.
SECTION 718.0. OVERTURNING AND SLIDING The overturning moment due to the wind load on all structures shall not exceed seventy-five (75) per cent of the moment of stability resulting from the dead load of the building, unless the building or structure is anchored to resist the excess overturning moment and the excess horizontal shear over sliding friction.
What to read after Building Code, City of Boston?
You can find similar books in the "Read Also" column, or choose other free books by Boston (Mass.) to read onlineMoreLess
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