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显示结果从 651 到 659 共计 659
搜索花去 0.07 秒。 搜索: 帖子发表者: huangyhg |
论坛: 产品功能分析
2009-09-16, 10:14 PM
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huangyhg
wind loads on roof affecting antennawind loads on roof affecting antenna hello all, i am mounting an antenna on a roof of a building, and i am trying to figure out the wind loads it will experience. once i have these loads i can calcu… |
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论坛: 产品功能分析
2009-09-16, 10:13 PM
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huangyhg
wind loads on parapet wallswind loads on parapet walls if there is a nonpourous (concrete or masonry) parapet wall, separated from the building below by a concrete roof, why would the gcpi be added or subtracted to gcp? the … |
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论坛: 产品功能分析
2009-09-16, 10:13 PM
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huangyhg
wind loads on fencewind loads on fence any suggestions for designing wind load forces on a 6' aluminum fence (2x2 posts with (15) 5/8" square pickets)? i have a client that wants this fence engineered for 110 mph wind… |
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论坛: 产品功能分析
2009-09-16, 10:13 PM
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huangyhg
wind loads on elevated conical roofwind loads on elevated conical roof we are reviewing an existing crushed ore stockpile canopy; a 90m diameter and 30m high cone, with its base elevated some 15m above ground level supported by 12 co… |
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论坛: 产品功能分析
2009-09-16, 10:12 PM
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huangyhg
wind loads on conveyorwind loads on conveyor when using asce7 analysis for wind force on "other strucures" to solve for wind loads on a conveyor truss, is the calculated force applied to the windward and leeward members?… |
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论坛: 产品功能分析
2009-09-16, 10:12 PM
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huangyhg
wind loads on canopywind loads on canopy i frequently design drive-through and entrance canopies for churches, banks and other structures. i intend on designing these as open structures. i see no other asce 7-02 provi… |
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论坛: 产品功能分析
2009-09-16, 10:11 PM
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huangyhg
wind loads on cable-stay bridgewind loads on cable-stay bridge does anyone know of a good reference for determining wind loads on a cable-stay bridge? i designed a 150' long cable-stayed ped bridge a few years ago. we used aasht… |
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论坛: 产品功能分析
2009-09-16, 10:11 PM
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huangyhg
wind loads on a moving structurewind loads on a moving structure? i am designing a bracing system for modified shipping containers to be shipped by train. would forces derived from asce7 be applicable to a moving structure. the … |
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论坛: 产品功能分析
2009-09-16, 10:11 PM
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huangyhg
wind loads on a flagpolewind loads on a flagpole?? i do not see any reference to this in either aashto lts-4, 2001 or asce-7, 98. given f=0.00256*kz*kh*i*cd*(v)^2*a, what would you use for the cd? all other coefficients … |
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