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内力

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The internal forces of the main arch springers are calculated in different rise-span ratios of top and bottom arch ribs. The internal forces of arch ribs and deformations of main spans are calculated in 1/5, 1/4 rise-span ratios of top and bottom stacked arch ribs and in 1/5 rise-span ratio of dumb-bell arch ribs.

给出上、下拱肋为不同矢跨比情况下的主拱拱脚截面内力,当叠合拱桥的上、下拱肋矢跨比分别采用1/5、1/4与矢跨比为1/5的哑铃拱拱肋的内力和主梁及拱顶变形计算结果。

Both are simplified as an equivalent frame-shear wall structure with multiple link bars.

文中采用简化为等代框架-剪力墙的多连杆计算图式,给出在顶端集中、均布、倒三角分布的水平荷载作用下内力、位移的计算公式;并对十二层以下的板柱-剪力墙结构,编制出内力位移计算用表。

Variation and transfer of thin-walled beam inner forces, moments, power and energy were analyzed in details.

分析内容包括薄壁梁结构的截面内力内力矩的变化、内力功率和能量传递特性等。

Design on the principle that security , economy are rational , esthetic , fix up the selection of structure and structural level of every floor, assign , turn into with PK software AutoCAD revise the part behind the structural level well; Adopt stair and floor calculating and designing a teacher to appoint by hand, and calculate the appointed floor with PKPM software, compare with the floor that calculates by hand, fetch the drawing construction drawing of the head of the two; Calculate by hand the frame which the teacher appoints loads, set up good PKPM and calculate the procedur

设计以安全、经济合理、美观为原则,进行结构选型和各楼层结构平面布置,用PK软件布置好结构平面后再转到AutoCAD上进行局部修改;采用手工计算设计老师指定的楼梯和楼板,并用PKPM软件计算指定楼板,与手工计算的楼板进行比较,取二者之长绘制成施工图;手工计算老师指定的框架荷载,建立好PKPM计算框架程序模型,用PKPM计算框架内力并输出文件结果,把PKPM计算得到结构配筋图转到AutoCAD进行局部处理;从PKPM得出的框架构件内力组合,选择三组最不利的组合作为基础设计资料,进行手工设计基础,并用AutoCAD绘制得出基础详图及配筋。

Design on the principle that security , economy are rational , esthetic , fix up the selection of structure and structural level of every floor, assign , turn into with PK software AutoCAD revise the part behind the structural level well; Adopt stair and floor calculating and designing a teacher to appoint by hand, and calculate the appointed floor with PKPM software, compare with the floor that calculates by hand, fetch the drawing construction drawing of the head of the two; Calculate by hand the frame which the teacher appoints loads, set up good PKPM and calculate the procedure model of the frame , calculate frame internal force and output file result with PKPM , calculate , get PKPM structure mix muscle picture turn into AutoCAD carry on part punish; Build up pieces of internal force association from frame that PKPM obtain , choose three group unfavorable association design the materials as the foundation most, carry on the design basis of the craft, and draw and obtain the basic detail drawing and match the muscle with AutoCAD.

本毕业设计以指导老师发放的《港市公安局巡警支队办公楼》建筑施工图纸为原始资料,进行结构设计和施工组织设计,设计的主要依据为现行的建筑行业规范以及指导老师的指导思想。设计以安全、经济合理、美观为原则,进行结构选型和各楼层结构平面布置,用PK 软件布置好结构平面后再转到AutoCAD上进行局部修改;采用手工计算设计老师指定的楼梯和楼板,并用PKPM 软件计算指定楼板,与手工计算的楼板进行比较,取二者之长绘制成施工图;手工计算老师指定的框架荷载,建立好PKPM计算框架程序模型,用PKPM计算框架内力并输出文件结果,把PKPM计算得到结构配筋图转到AutoCAD进行局部处理;从PKPM得出的框架构件内力组合,选择三组最不利的组合作为基础设计资料,进行手工设计基础,并用AutoCAD绘制得出基础详图及配筋。

Design on the principle that security , economy are rational , esthetic , fix up the selection of structure and structural level of every floor, assign , turn into with PK software AutoCAD revise the part behind the structural level well; Adopt stair and floor calculating and designing a teacher to appoint by hand, and calculate the appointed floor with PKPM software, compare with the floor that calculates by hand, fetch the drawing construction drawing of the head of the two; Calculate by hand the frame which the teacher appoints loads, set up good PKPM and calculate the procedure model of the frame , calculate frame internal force and output file result with PKPM , calculate , get PKPM structure mix muscle picture turn into AutoCAD carry on part punish; Build up pieces of internal force association from frame that PKPM obtain , choose three group unfavorable association design the materials as the foundation most, carry on the design basis of the craft, and draw and obtain the basic detail drawing and match the muscle with AutoCAD.

建筑毕业设计计算书74页、CAD图纸、施工组织设计全套摘要:本毕业设计以指导老师发放的《港市公安局巡警支队办公楼》建筑施工图纸为原始资料,进行结构设计和施工组织设计,设计的主要依据为现行的建筑行业规范以及指导老师的指导思想。设计以安全、经济合理、美观为原则,进行结构选型和各楼层结构平面布置,用PK 软件布置好结构平面后再转到AutoCAD上进行局部修改;采用手工计算设计老师指定的楼梯和楼板,并用PKPM 软件计算指定楼板,与手工计算的楼板进行比较,取二者之长绘制成施工图;手工计算老师指定的框架荷载,建立好PKPM计算框架程序模型,用PKPM计算框架内力并输出文件结果,把PKPM计算得到结构配筋图转到AutoCAD进行局部处理;从PKPM得出的框架构件内力组合,选择三组最不利的组合作为基础设计资料,进行手工设计基础,并用AutoCAD绘制得出基础详图及配筋。

Design on the principle that security , economy are rational , esthetic , fix up the selection of structure and structural level of every floor, assign , turn into with PK software AutoCAD revise the part behind the structural level well; Adopt stair and floor calculating and designing a teacher to appoint by hand, and calculate the appointed floor with PKPM software, compare with the floor that calculates by hand, fetch the drawing construction drawing of the head of the two; Calculate by hand the frame which the teacher appoints loads, set up good PKPM and calculate the procedure model of the frame , calculate frame internal force and output file result with PKPM , calculate , get PKPM structure mix muscle picture turn into AutoCAD carry on part punish; Build up pieces of internal force association from frame that PKPM obtain , choose three group unfavorable association design the materials as the foundation most, carry on the design basis of the craft, and draw and obtain the basic detail drawing and match the muscle with AutoCAD.

土木工程毕业设计 6层办公楼计算书+图纸+施工设计全套)摘要:本毕业设计以指导老师发放的《港市公安局巡警支队办公楼》建筑施工图纸为原始资料,进行结构设计和施工组织设计,设计的主要依据为现行的建筑行业规范以及指导老师的指导思想。设计以安全、经济合理、美观为原则,进行结构选型和各楼层结构平面布置,用PK 软件布置好结构平面后再转到AutoCAD上进行局部修改;采用手工计算设计老师指定的楼梯和楼板,并用PKPM 软件计算指定楼板,与手工计算的楼板进行比较,取二者之长绘制成施工图;手工计算老师指定的框架荷载,建立好PKPM计算框架程序模型,用PKPM计算框架内力并输出文件结果,把PKPM计算得到结构配筋图转到AutoCAD进行局部处理;从PKPM得出的框架构件内力组合,选择三组最不利的组合作为基础设计资料,进行手工设计基础,并用AutoCAD绘制得出基础详图及配筋。

Design on the principle that security , economy are rational , esthetic , fix up the selection of structure and structural level of every floor, assign , turn into with PK software AutoCAD revise the part behind the structural level well; Adopt stair and floor calculating and designing a teacher to appoint by hand, and calculate the appointed floor with PKPM software, compare with the floor that calculates by hand, fetch the drawing construction drawing of the head of the two; Calculate by hand the frame which the teacher appoints loads, set up good PKPM and calculate the procedure model of the frame , calculate frame internal force and output file result with PKPM , calculate , get PKPM structure mix muscle picture turn into AutoCAD carry on part punish; Build up pieces of internal force association from frame that PKPM obtain , choose three group unfavorable association design the materials as the foundation most, carry on the design basis of the craft, and draw and obtain the basic detail drawing and match the muscle with AutoCAD.

设计以安全、经济合理、美观为原则,进行结构选型和各楼层结构平面布置,用PK软件布置好结构平面后再转到AutoCAD上进行局部修改;采用手工计算设计老师指定的楼梯和楼板,并用PKPM软件计算指定楼板,与手工计算的楼板进行比较,取二者之长绘制成施工图;手工计算老师指定的框架荷载,建立好PKPM计算框架程序模型,用PKPM计算框架内力并输出文件结果,把PKPM计算得到结构配筋图转到AutoCAD进行局部处理;从PKPM得出的框架构件内力组合,选择三组最不利的组合作为基础设计资料,进行手工设计基础,并用AutoCAD绘制得出基础详图及配筋。

The internal force of bridge deck slab can be analyzed through the method that set model. The result of calculation compares with the regulation in " specification ", it can be as to a kind of supplement calculating about the internal force of bridge deck slab in " specification ".

本文建立了分析稀排肋板式结构桥面板内力的模型,计算结果与《规范》中的规定进行比较,它可以作为对《规范》有关桥面板内力计算的一种补充。

Owning to the interaction of the slab on the side of the transfer beam, the secondary internal force of frame-supported beam is more less than the predominant one.

由于转换梁两侧的楼板对转换梁的约束作用,框支梁次方向的内力远小于主方向的内力

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