英语翻译请高人帮我翻译一下一段文字 加分(为了不浪费,采纳后再加)5.Bolted ConstructionAll pa
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英语翻译
请高人帮我翻译一下一段文字 加分(为了不浪费,采纳后再加)
5.Bolted Construction
All parts of bolted members shall be pinned or bolted and rigidly held together during
assembly.Use of a drift pin in bolt holes during assembly shall not distort the
metal or enlarge the holes.Poor matching of holes shall be cause for rejection.
If the thickness of the material is not greater than the nominal diameter of the bolt
plus 1
8-in.(3 mm),the holes are permitted to be punched.If the thickness of the
material is greater than the nominal diameter of the bolt plus 1
8-in.(3 mm),the holes
shall be either drilled or sub-punched and reamed.The die for all sub-punched
holes,and the drill for all sub-drilled holes,shall be at least 1
16-in.(2 mm) smaller
than the nominal diameter of the bolt.Holes in ASTM A514/A514M steel plates
over 1
2-in.(13 mm) thick shall be drilled.
Fully-inserted finger shims,with a total thickness of not more than 1
4-in.(6 mm)
within a joint,are permitted in joints without changing the design strength (based
upon hole type) for the design of connections.The orientation of such shims is independent
of the direction of application of the load.
The use of high-strength bolts shall conform to the requirements of the RCSC Load
and Resistance Factor Design Specification for Structural Joints Using ASTM
A325 or A490 Bolts.
请高人帮我翻译一下一段文字 加分(为了不浪费,采纳后再加)
5.Bolted Construction
All parts of bolted members shall be pinned or bolted and rigidly held together during
assembly.Use of a drift pin in bolt holes during assembly shall not distort the
metal or enlarge the holes.Poor matching of holes shall be cause for rejection.
If the thickness of the material is not greater than the nominal diameter of the bolt
plus 1
8-in.(3 mm),the holes are permitted to be punched.If the thickness of the
material is greater than the nominal diameter of the bolt plus 1
8-in.(3 mm),the holes
shall be either drilled or sub-punched and reamed.The die for all sub-punched
holes,and the drill for all sub-drilled holes,shall be at least 1
16-in.(2 mm) smaller
than the nominal diameter of the bolt.Holes in ASTM A514/A514M steel plates
over 1
2-in.(13 mm) thick shall be drilled.
Fully-inserted finger shims,with a total thickness of not more than 1
4-in.(6 mm)
within a joint,are permitted in joints without changing the design strength (based
upon hole type) for the design of connections.The orientation of such shims is independent
of the direction of application of the load.
The use of high-strength bolts shall conform to the requirements of the RCSC Load
and Resistance Factor Design Specification for Structural Joints Using ASTM
A325 or A490 Bolts.
5.螺栓施工
螺栓成员全部或部分应螺栓固定在一起,硬性期间举行
大会.中的一个螺栓孔装配过程中使用漂移脚不得歪曲
金属或放大的洞.可怜的匹配孔应拒绝的原因.
如果材料厚度不低于标称直径更大的螺栓
加1
8项.(3毫米),该洞是允许被拳打脚踢.如果厚度
材料是超过了螺栓标称直径更大的加1
8项.(3毫米),洞中
会须钻孔或分冲压和扩.对于所有分冲压模具
孔,以及所有子钻洞钻,应至少一
16项.(2毫米)小
比公称直径的螺栓.在ASTM A514/A514M钢铁板钻孔
超过1
2项.(13毫米)厚应操练.
全手指插入垫片,总厚度不超过1
4项.(6毫米)
在联合,允许在不改变关节的设计强度(基于
在孔式)的连接设计.这种垫片的方向是独立的
对负载的应用方向.
高强度螺栓的使用应符合的RCSC负荷的要求
与阻力系数使用ASTM标准的结构节点设计规范
A325或A490值螺栓.
螺栓成员全部或部分应螺栓固定在一起,硬性期间举行
大会.中的一个螺栓孔装配过程中使用漂移脚不得歪曲
金属或放大的洞.可怜的匹配孔应拒绝的原因.
如果材料厚度不低于标称直径更大的螺栓
加1
8项.(3毫米),该洞是允许被拳打脚踢.如果厚度
材料是超过了螺栓标称直径更大的加1
8项.(3毫米),洞中
会须钻孔或分冲压和扩.对于所有分冲压模具
孔,以及所有子钻洞钻,应至少一
16项.(2毫米)小
比公称直径的螺栓.在ASTM A514/A514M钢铁板钻孔
超过1
2项.(13毫米)厚应操练.
全手指插入垫片,总厚度不超过1
4项.(6毫米)
在联合,允许在不改变关节的设计强度(基于
在孔式)的连接设计.这种垫片的方向是独立的
对负载的应用方向.
高强度螺栓的使用应符合的RCSC负荷的要求
与阻力系数使用ASTM标准的结构节点设计规范
A325或A490值螺栓.
英语翻译请高人帮我翻译一下一段文字 加分(为了不浪费,采纳后再加)5.Bolted ConstructionAll pa
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